U.P.RAJKIY A NIRMAN NIGAM LTD. (A GOVT. OF UTTAR PRADESH UNDERTAKING)
VISHESHW ARAIYA BHAW AN, VIBHUTIKHAND, GOMTINAGAR, LUCKNOW-226010 WEBSITE:http:/1 wwwuprnn.co.in Fax: 0522-2720846
Dated 16-09-2015 Corrigendum No.I
In continuation of Tender Notice No. Tender Notice No -665/Dial-100/RNN/U-21Lko/ 2015 Dated 4.9.2015. for the Construction of State Level Central Master Co-Ordination Centre at Gomtinagar Extention, Lucknow ,due to error in printing in Bill of Quantity for Electrical works, Revised Bill of Quantity is hereby uploaded to the website of U.P.Rajkiya Nirman Nigam Ltd. in place of Bill of Quantity uploaded earlier on dated 12-09-2015 .
Prospective bidders are advised to regularly check through UPRNN website for all terms aud conditions, qualifying criteria,corrigendum/amendments etc. if any, will be notified on· the UPRNN website: http:/luprnn.co.in and separate advertisement will not be made for the same. For auy clarifications/ queries prospective bidders contact. Mob.09335048962.
General Manager(Consultancy)
_ .. , ·•.•·•··--~~~·,'"·'· ., .. ,-, .. -.,., '" -.. , .. ,, ",,, .. , .. , ··, .. ''·-~ , .. , __ .. ___ . ~~···. -_,,,'· ~--·-·-··~---··--·--·w,v,~
Revised
BILL OF QUANTITIES
Civil works Rs. 3966.98 Lacs.
Electrical works Rs. 1803.47 Lacs. Total Rs. 5770.45 Lacs.
0 /•
U.P. RAJKIYA NIRMAN NIGAM LTI>. l>IAL 100
TENDERS FOR PROPOSED CON~TRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 1CJO), LUCKNOW, UTTAR PRADESH.
CIVIL WORKS SUMMARY Amount
. ·-·-·--·-··-·-·-------·-.. ----.. ·--·--................ .
SI. No.
( 1 l
Description of Work
( 2 l
PART-A
1 COST OF WORK
DSR 2014 / SOR 2015 - 1 6 I DERIVED
DSR 2014 (AS PER SOR
RAW MATERIAL RATES) I AS PER
Market
( 3 l
••••-···---· • •---•··-·•-•••m•--•-·---·-••-•••••-·--·•-•·--·---•••·--·--·---•-••--,.•·--·-•-•--••••---•-•.,-•-•••m•••••-·-·-·-.,••----•-•·---•-•••••••-•-•••-•-•-••- ••••-••-·-·--·--·-•---·-·•••·-••••·-·-•••••••.,••••••
___ a ______ PART _- __ I_: _Structure_ Ii: lnternal __ Development _____________________________________ -----·-----·--------·- 275929824
b PART - II : Finishes
2 INTERNAL WATER SUPPLY
3 OUTER WATER SUPPLY
TOTAL OF PART-A
PART- B FINISHES - DRY CLADDING, CARPET FLOORING, WOODEN
1 FLOORING, CHAIRS, ACCOUSTIC TREATMENT, FALSE CEILING and CHAIRS
2 STRUCTURAL GLAZING
TOTAL OF PART -B
PART- C 1 BOUNDARY WALL
2 - RAIN WATER HARVESTING - 2 NOS.
3 OVER HEAD TANK
48600325
4370592
4094803
332995544
49923509
9633815
59557324
8392542
783000
756024
. 4 __ ~--ND-ER __ GROUND_RESERVOIR _li: __ PUMP __ ROOM ···············----{-}-·-······-· ··········---·········-············
·- ~-~ ~ sAP~ Kaiwalya~umar Misra 1
-~ P. No. 1 Ii..-~ civIL woRK - SUMMARY
A.R.E.(CiviQ i CHANDRA ~~ Uttar Pradesh Rajkiya Nirman Nigarrl-l!MESI- (A.R.E.) ~ 'f..'f..l· ~
Lucknow. N , :rD · U.P.R.N .. i.. •
U.P. RAJl(IYA NIRMAN NI6AM LT!>. DIAL 100
111 ( 2 l ( 3 l .
................. (i).STRUCTURE ........................................................... - ............................................................... }~?:?.:'.'.??:
............ (ii). _FINISHES ............................................................................................................................................... ~.?:?..~_??
5 ROAD &PATHWAYS 3157040
6 STORM WATER DRAIN 695652
7 COW CATCHER 277570
8 HORTICULTURE - 1 JOB 1110900
9 SIGN BOARD - 1 JOB · 1840000
10 DEEP TUBE WELL - 1 JOB 1999990.00
11 DISTRIBUTION PIPE LINE - 1 JOB 999942.51
12 PERIPHERIAL PIPE LINE - 1 JOB 749760.00 .
TOTAL OF PART-C 25019463
GRAND TOTAL (PART A+ PART-B + PART - C) 417572331
............... !?.~~~~!!~.r:i.: .. ~~ ......................................................................... - ......................................... (2087861_7)
396693714
v ""ij/ Kaiwalya Kumar Misra ,UMESH CHANDRA
A R E (C' ·n (A.R.E.) \){ · · , IVl,1 tar Pradesh Rajkiya Nirman Nigam Ltd. U.P.R.N.N.LTD.
Lucknow.
SAPL P. No. 2 CIVIL WORK - SUMMARY
.-··u.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTIAR PRADESH.
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
DSR 2014 followed. ·······················1··························· ................... DSFl'·2014. RateisoR 2015·-·
. 16 / DERIVED
SI.No. Description of Items DSR (AS PER SOR
SCH. No. Quantity Unit RAW MATERIAL
RATES) Rate I AS PER
................................ MR .............................. .
RATE AMOUNT
(1) (2) (3) (4) (5) (6) (7)
.................................................................................................................................................................................................................................................................................................... PART A - BOQ for BUDGET FIGURE ............ PART'Jij''~"STRLICTU'R"e~:-~··su·iLDi'NCiW(S"RK ................................ ...................................................
1
.............................................................. • .............. .
................. ......................................................................................... . ................................................................................................................ ······································ A PILING WORKS: ....................................................................................................................................................................................................................................................................................................
Mobilization charges for transporting the piling rigs inclusive of diesel operated winch, tripod, bailer, chisel etc., as MARKET required to the project site. RATE
1.00 Nos 52447.00 52447.00
............................................................................................................................................................................................................. · ........................................................................... _ ......... .
................. .................................................................................................................................................................................... ....................................................... ..................................... . 2 RCC M-40 for Piles: Boring, providing and installation bored·
cast-in situ reinforced cement concrete piles of grade M-25
of specified diameter and length below pile cap, to carry a
safe working load not less than specified, excluding· the cost of steel reinforce - ment but including the cOst of boring with bentonite solution and temporary casing of appropriate
length for setting out and removal of same and the length of DSR 14 /
the pile to be embedded in the pile cap etc. by Percussion 20.2.5 / drilling using Direct mud circulation (DMC) or Bailer and 353
Chisel technique by tripod and mechanical Winch machine all complete, including removal of excavated earth with all its lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap.).
Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used .
Rmt
................. ................................................................... ........................................................................................................................................................................ .................................... .. 600 mm dia DERIVED
RATE 20.2.5 /
1830.00 Rmt 4142.17 7580171.10
················· ...................................................................................................... _ ........................................ 353 .................................................................................... ······································ 750 mm dia DERIVED
RATE
20.2.6 / 353.00 Rmt 6012.98 2122581.94
............................................................................................................................................................... 353 ................................................................................. ······································ DERIVED
900 mm dia RATE. 668.00 Rmt 8894.52 5941539.36
............................................................................................................................................................ DSR ........................................................................................................................ .
................. ............................................................................................................................................................................................................................................. ..................................... .
~ Kaiwa/ya Kumar M' rsra r
U{•o· p , A. R. E. (Civil) 1"'; raoesh rtaik., A'.
J iya 11rman f·Ji.1ar· , td. Lucknovv. .._ 11
·- •
~ UMESH CHANDRA
(A.R.E.) U.P.R.N.N.LTD.
PART - I [STRUCTURE] - P. No. 3 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2)
3 Vertical load testing of Piles: Vertical load testing of piles in
accordance with IS 2911 (Part IV) including installation of
loading platform by Kentledge method and preparation of·
pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the
direction of·Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit! the design of loading
platform for the approval of Engineer-in-charge.
Single pile above 100 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
900 mm dia - up to 500 Tonne Capacity
(3)
DERIVED
RATE
20.8.1 I
............................................................................................................................................................... 355 ..... . 750 mm dia - up to 400 Tonne Capacity DERIVED
RATE
20.8.1 I
(4) (5)
Per 1.00
Test
Per 1.00
Test
(6) (7)
174225.00 174225.00
139380.00 139380.00
················· ................................................................................................................................................ 355 ........................................................................ ·········· ..................................... . 600 mm dia - up to 300 Tonne Capacity DERIVED
RATE
20.8.1 I
Per 1.00
Test 104535.00
............................................................................................................................................................... 355 ................................................................................... .
4 Cyclic vertical load testing of pile in accordance with IS
Code of practice IS: 2911 (part IV) by Kentledge method DSR 141 ;ncluding preparation of pile head etc for. Group of two or
20_7
_2
_ 11
more piles - Upto 400 tonne Safe capacity of group. 355
104535.00
900 mm dia 1.00 Per 34264.20 34264.20 Test ....................................................................................................................................................................................................................................................................................................
750 mm dia 1 _00
Per 34264.20 34264.20
................................................................................................................................................................................................................ Test ........................................................................ . 600 mm dia
1 _00
Per 34264.20 34264.20
................................................................................................................................................................................................................ Test ........................................................................ .
B EARTH WORK ··········· ............................................................................................................................................................................................................................................ . 5 Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm
measured at a height of 1 m above ground level and removal PWD 259
of rubbish upto a distance of 50 m outside the periphery of
the area cleared.
6 Earth vvork in excavation by mechanical means (Hydraulic
excavator) I manual means over areas (exceeding 30cm in
/75
depth. 1.5 m in width as well as 10 sqm on plan) including DERIVED
disposal of excavated earth, lead upto 50m and lift upto RATE 1.5m, disposed earth to be levelled and neatly dressed. - 2_6_ 1 172 ALL KINDS OF SOIL. - For General Excavation . - Depth up
to average 0.600 m.
7340.00 Sqm 4.00
4410.00 Cum 136.43
29360.00
601656.30
·····················.~-~---·················································································c··········································································
Ka~/~ ~:M---•~·-- A. R E u~r Misra uV\csr'> c, ·· CICR·f...) ~ ~<1N-a<1 "llill"Pradesh Raj!( · (~IVII) ~.\..·-ro, ~ ~
. Luci!:rman Nigam Ltd. \.l.?.R-~· ~ xx1-~ .
PART - I [STRUCTURE] - P. No. 4 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2)
7 Earth work in excavation by mechanical means (Hydraulic . excavator) I manual means over areas (exceeding 30cm in depth. 1.5 m ·in width as well as 10 sqm on plan). including
(3)
disposal of excavated earth, lead upto 50m and lift upto DERIVED
1.5m, disposed earth to be levelled and neatly dressed. - RATE
ALL KINDS OF SOIL._- For Pile cap Foundation & Masonry 2.6.1172
Foundation. - Depth up to average 1.50 m .
(4) (5) (6) (7)
2780.00 Cum 136.43 379275.40
................. ............................................................................................................................................................... ............................................................................. ..................................... . ················· ................................................................................................................................................................................................................................................................................. .
8 Same as item 1.1 but for General Excavation in Hard rock/ boulders (more than 0.5 Cum in size) by chiseling/ wedging
to the required level & depth including all leads and lifts.
Stacking excavated material with in plot at approved location
and carting away unserviceable materials out side the site as direcJed, dewatering if required of both ground and surface water.removal of slurry generated while excavation and keeping the area free of ~vater with necessary shoring ,
strutting, stepping, dressing, grading if required to keeping
the earth in position .Excavating loose pockets and compacting them after back filling as directed etc., as per detailed specification and conforming to safety rules during progress of the work ( Provision of slopes if required for excavation shall not be paid separately ) .
RO Cum 454.48
.... ................................................................................ .............................................................................. ............................................................................ ..................................... . ................. ....................................................................................................................................................................... .................................................................... ..................................... .
9 Excavation in all types of soil including dense soil, disintegrated/weathered rock ( Poclainable ) for Footings of
dewatering if removal of slurry generated while excavation · and keeping the area free of water with necessary shoring.strutting required for keeping earth in position etc., Columns.Retaining walls.Core walls, catch pit.lift pits,
trenches for drains etc.,by Mechanical means including
necessary manual excavation for dressing the edges &
leveling as required depths.leads and lifts, required of both ground and surfacS"water.
RO Cum 61.95
.................................................................................................................................................................................................................................................................................................... .................................................................................................................................................................. ......................................................................... ..................................... .
10 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50 m and lift upto 1.5 2
_7
_3172
m, disposed earth to be levelled and neatly dressed. - Hard rock (blasting prohibited)
RO Cum 618.10
...................................................................................................................................................................................................................................................................................
................................................................................................................................................................ ............................................................................ ..................................... . 11 Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc., in layers not DERIVED
exceeding 20cm in depth, consolidating each deposited RATE layer by ramming and watering, lead up to 50m and lift up to
2_25 1 75
6010.00 Cum 89.91 540359.10
::=:: ' ~::·c;:.;J-·::::::::::::::::::::~~~~:: :::::::::, 11 ' :::::::::±:::::::::::: K. . w· UME (A.R.E.) ~qlffiq
aiwa/ya K. LTD ffilf ll1ITT'r A R E Uftlar Misra U.P.R.N.N. . ffi;f XX/-~
I.Jltar Pradesh R i· · (CiviQ a1 iya Nirman N'
Lucknow. '9arn Ltd. PART - I [STRUCTURE] - P. No. 5 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTt>. t>IAL 100
SAPL
(1) (2) 12 Supplying & filling approved earth (excluding rock) brought
from outside in trenches, plinth, sides of foundations etc. in
(3)
layers not exceeding 20cm in depth, consolidating each DSR 13
·deposited layer by ramming and watering, lead upto 50 m
(4) (5) (6) (7)
RO Cum 324.00
···········-····· ................................................................................................................................................................ · ............................................................................................................... . ................. ........................................................................................................................................................................ ................................................................... ..................................... .
13 CARRIAGE OF MATERIALS using Mechanical Transport.
including loading, unloading and stacking beyond 5 Km up to 1.1.2 (e +
10 Kms. f) / 62
SOLING :Supplying & Stacking at Site. - 90 mm to 45 mm Size aggregate 16.3 / 256
For 10 Sqm Area of 100mm Compacted Thickness, Net
Quantity-
90mm to 45mm - 1.245 Cum
Screening Type A 13.2 mm - 0.285 Cum
1180.00 Cum 210.77 248708.60
................. BindfnctMaterial. - 0.09.Cum ................................ ................................................................................................................................................................................. .
...... 14 ..... Supplying_&_ Stocking. at _Site .................................................................................................................................................................................................................. . (1). 90mm to 45mm aggregate including 7 .. 5% of Voids in 16.3.1 /
382_00
Cum 1310
.45 500591 _90
................. Stocking ............................................................................................................................ 256 ......................................................................................................................... .
(2). Stone Screening 13.2mm nominal Size (Type A) 16.3.6 / 88.00 Cum 1558.15 137117.20
................. including 7.5%_of_Voids_in_Stocking·························································· ....... 256 ......................................................................... · .............................................. .
................. .............................................................................................................................................................................................................................................. ..................................... . (3). Moorum including 7.5% of Voids in Stocking 16.3.10 I
28.00 Cum 646.35 18097.80 ················· ................................................................................................................................................ 256 ......................................................................................................................... .
15 Laying and spreading and compacting stet'!~ aggregate of
specified size to WBM Specifications in uniform thickness,
handpicking, rolling with 3 wheeled road I vibratory roller 8 -
10 tonne c8.pacity in stages to proper grade and camber,
applying and brooming requisite type of screening / bindng DERIVED
materiai to fill up interstices of coarse aggregate, watering
and compacting to the required density.
[DERIVED RATE - By Removing ROLLING
WHEELED ROAD I VIBRATORY ROLLER
CAPACITY]
ANTI - TERMITE TREATMENT:
WITH 3 8 - 10
16 Providing pre-constructional Antitermite treatment by treating
bottom surface and sides of excavation, fill in immediate
contact with foundation I raft slabs I pile caps I retaining wall
(at the rate of 5 litres of an emulsion concentrate of 1.0
percent of Chlorpyrifos 20EC or equivalent approved
chemical per square meter of surface area), treatment to the
soi~ along with external perimeter of the building, retaining
wall etc. by punching holes of 12 to 15 mm diameter about
300 to 600 mm deep at 150 mm centre to centre as close to
the wall as possible and inject 1.0%
RATE
16.4 / 837
285.00 Cum 252.21 71879.85
·································-~---~ ···············································································.-·····.·················································O··························································································
-~ -~ 1,,,, kaiwat UMESH CHANDRA
:Va Kurnar rw u IA.R E J l.kiarPradesh ~ R._f.:. (CiviO ISra 1 .P.R.N.N.LTD .. .
afkiyaNirm Lucknow. an Nigam Ltd.
~~qiH\q
~~ ~XXI-~
PART - I [STRUCTURE] - P. No. 6 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3)
Chloropyrifos at the rate of 7 .5 litres emulsion concentrate
per hole and sealing the same with proper filling etc. UPPWD
complete through approved manufacturers with 10 years
guarantee bond and as per specifications complete (IS 6313
part II)
Note: 1) The horizontal area of the basement raft for all the
above activities shall be measured for payment. 2) The contractor shall furnish a guarantee for a minimum
period of ten years to maintain the treated area I structure free from termite.
Supplying chemical emulsion in sealed containers including
2014
PAR
delivery as specified Chlorpyriphos/ Lindane emulsifrable 2.34.1 I
concentrate of 20°/o - with 1 o/o concentration. 76
(4) (5) (6) (7)
5415.00 Sqm 250.00 1353750.00
425.00
········ .................................................................................................................................................................................................................................................................................. . Diluting and injecting chemical emulsion for POST
CONSTRUCTIONAL anti-termite treatment (excluding the
cost of chemical emulsion) : Along External wall where the
apron is not provided using chemical emulsion @ 7 .5 litres I Sqm of the vertical surface of the substructure to a depth of 2.35.1.1 I 300mm including_ excavation channel along the wall and 76
rodding etc., complete: With Chlopyriphos I Lindane E.G.
20o/o with 1 % concentration.
600.00
........... ...................................................................................................... . ........................................................................................................................................................... . Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including
drilling 12 mm diameter holes and plugging with cement 2
_35
_3
_ 1 1
mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing 76
floor : With Chlorpyriphos/Lindane E.G. 20% with 1 %
concentration @ 5 Its per Sqm
C PLAIN CEMENT CONCRETE
17 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All DERIVED
work up to plinth level : 1 :3:6 (1 Cement : 3 coarse sand : 6 RATE
graded stone aggregate 20mm nominal size) - For 4
_ 1_51 85
FOUNDATION
5415.00
100.00 Cum 6546.05 654605.00
............................................................................... ,1 ............................................................................................................................................................ ..................................... .
18 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All DERIVED
work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 RATE
graded stone aggregate 20mm nominal size) - For Sub Base 4
_ 1 _5 1 85
19 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All DERIVED
work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 RATE
graded stone aggregate 20mm nominal size) - For 4
_ 1 _5185
Pavement
565.00 Cum 6546.05 3698518.25
95.00 Cum 6546.05 621874.75
.. ·· ... · ..... ······_-r:11;ii)···--·····-·········-···.·························~---:··-·· .. ~--···. ··cf·· .................................................................. ······ Ka1wlya Kumar Misra T UMESii CHANDRA ~ ~
A. R. E. (Civil) (A '-""" ~ Ul!arPradesh Rajkiya Nirman Nigam Ltd PAfm,-FJ!~ff.~fil\~-i. P. No. 7 ~ y._'f..\- BUILDING WORK - ABSTRACT BOQ
Lucknow.
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3)
20 Providing and laying Cement Concrete 1 :2:4 (1 Cement : 2
coarse sand: 4 graded stone aggregate 20mm nominal size) including supply of all materials, labour and T & P etc., 279 (b) I
required for proper completion of the work and curing UP PWD
complete, also including cost of formwork in foundation and SOR floors. 2015·16
D READY MIX CONCRETE
Providing and laying in position ready mixed M-40 grade
concrete for reinforced cement concrete work, using fly ash
and cement content as per approved design mix, and
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads,
having continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement concrete
work, includiQg pumping of R.M.C. from transit mixer to site
of laying, excluding the cost of centering, shuttering,
finishing and reinforcement, including cost of admixtures in
recommended proportions as per IS : 9103 to accelerate I retard setting of concrete, improve workability without
impairing strength and durability as per direction of the
Engineer - in - charge.
NOTE· (1) Cement content considered in this item is @ 330
kg/cum. Excess/ less cement used as per design mix is
payable/ recoverable separately.
(2) Fly ash conforming to grade i of IS 3812 (Part-1) only be
used as part replacement of OPC as per IS : 456. Uniform
blending with cement to be ensured in accordance with
clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC
and RMC. - All works up to Plinth level.
Extra for providing richer mixes at all floor levels. Note:-.
Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-40 grade
Derived
Rate
5.40.1
/102
concrete instead of M-25 grade BMC I RMC.(Note: Cement 5_34_3110 content considered in M-40 is @ 360 kg/ cum) NOTE: 1 CEMENT CONTENT CONSIDERED FOR M 40 is 410
Kgs/Cum inclusive of 50 Kgs of Fly ash.
Add for using extra cement in the items of design mix over and above the specified cement content therein. 5.35 /101
ALL WORKS UP TO PU NTH LEVEL DERIVED
RATE
5.40.1 I 102 +
5.34.3 /
(4) (5)
RO Cum
Cum
Cum
Qunital
....... 101... ................................................ . PILE CAP I RAFT SLAB 755.00 Cum
21 RETAINING WALL
(6)
6850.00
7917.06
239.90
8156.96
LOWER BASEMENT --- Cum 8156.96
(7)
6158504.80
................. ::::::::::::::·~·:·::::··~:::::::::::::::::::::::::::::::::: ::::::::·~,~·:::::::::::::g~::::::::::::::::: ..................................... . l<aiwal Kumar Misra 1 · ~ '11~
uMESH CHANDRA """" Ut
'" o " hAR. ~k· _E. (CiviQ d (A.R.E.) ~ XXI· ~ "1i, raues, 8J 1ya Nirman Nigam Lt , PART • I fB:~Yfl::PITTto·. No. 8 BUILDING WORK • ABSTRACT BOQ
Lur.knrn,\I
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3) (4) (5) (6) (7)
22 RECTANGULAR I SQUARE COLUMNS ................................................... , ............................................................................................................................................................................................................................................... . ................. §!.l\!..E.L.9.9.~ ............................................................................... ····················· ................................... 1.05.00 ... cum ................. 8156.96 ............... 8.?.13.'.l.8..0.:.?.0. ....................................................................................................................................................................................................................................................................................................
23 CIRCULAR COLUMNS .................................................................................................................................................................................................................................................................................................... STILT FLOOR 19.00 Cum 8156.96 154982.24 ........................ · .......................................................................................................................................................................................................................................................................... .
................. ............................................................................................................................................................................................................................................. ..................................... . 24 LIFT CORE WALLS ...................................................................................................................................................................................................................................................................................................
STILTFLOOR 14.00 Cum 8156.96 114197.44 .................................................................................................................................................................................................................................................................................................... ................. ....................................................................................................................................................................... , .......................................................................................................... .
25 PLINTH BEAM 328.00 Cum 8156.96 2675482.88 .................................................................................................................................................................................................................................................................................................... ................. .................................................................................................................................................... ....................................................................................... ..................................... . ...... ?.? ...... ~~l:l.§.!3.L.1.'!§ .................................................................................................... · ........................... 910.00 ... cum ................. 8156.96 .......... .7..~?.?~}3.,.ll.0. ....................................................................................................................................................................................................................................................................................................
ALL WORKS ABOVE PLINTH LEVEL UPTO FLOOR FIVE DERIVED
LEVEL: RATE
5.40.2 /
102 +
5.34.3/10
8562.35
..................................................................................................................................................................................................................................................................................................
27 RECTANGULAR I SQUARE COLUMNS .................................................................................................................................................................................................................................................................................................... STILT FLOOR 224.00 Cum 8562.35 1917966.40 .................................................................................................................................................................................................................................................................................................. GROUND FLOOR 248.00 Cum 8562.35 2123462.80 .................................................................................................................................................................................................................................................................................................... FIRST FLOOR 238.00 Cum 8562.35 2037839.30 ................................................................................................................................................................................................................................................................................................... SECOND FLOOR 244.00 Cum 8647.97 2110104.68 .................................................................................................................................................................................................................................................................................................. THIRD FLOOR 184.00 Cum 8734.45 1607138.80 ................................................................................................................................................................................................................................................................................................... TERRACE FLOOR DERIVED
RATE
5.40.2 /
102 +
5.34.3/10
1 + 5.38
30.00 Cum 8865.35 265960.64
................. ······························································· ········································································ .... ..1101 ................................................... ································ ······································
.................................................................................................................................................................................................................................................................................................... 28 Circular Columns - M 40 Grade ..................................................................................................................................................................................................................................................................................................
STILT FLOOR 46.00 Cum 8562.35 393868.10 .................................................................................................................................................................................................................................................................................................... ................. GROUND_FLOOR ..................................................................................................................................... 50.00 ... Cum ................. 8562.35 ............... ~?.~!.!.7.:.~.0. ................. FIRST_FLOOR ............................................................................................................................................ 50.00 ... cum ................. 8562.35 ............... ~?.~!F:.~.O.
SECOND FLOOR 52.00 Cum 8647.97 449694.44 ................................................................................................................................................................................................................................................................................................... THIRD FLOOR 52.00 Cum 8734.45 454191.40 ................................................................................................................................................................................................................................................................................................... TERRACE FLOOR DERIVED
RATE
5.40.2 /
102 +
5.34.3/10
1 + 5.38
--- Cum 8865.35
............................................................................................................................................................ ..I 101... ................................................ ································ ······································
.................................................................................................................................................................................................................................................................................................... 29 Lift Core Walls ...................................................................................................................................................................................................................................................................................................
STILT FLOOR Cum 8562.35 .................................................................................................................................................................................................................................................................................................... GROUND FLOOR Cum 8562.35 .................................................................................................................................................................................................................................................................................................... FIRST FLOOR Cum 8562.35 .................................................................................................................................................................................................................................................................................................... SECOND FLOOR Cum 8647.97 .................................................................................................................................................................................................................................................................................................. THIRD FLOOR Cum 8734.45 ················· ··········.······\h·;py,··············· . ························,,·············································f>···················································· ······································
Ka1wafya Kumar Mis ~ 't lUta A~- E. (Civil) ra UMESH CHAND~A ~ ~i.\iHl<I
r Pradesh RaJkiya Nirman Nigam Ltd. (A.R.c..) '1u~ ,;>ml Lucknow U.P.R.N.N.LTD. •"''" ..-..=
"· ~ )(.)(.\- ('\u·,~·
PART - I [STRUCTURE] - P. No. 9 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3) (4) (5) (6)
TERRACE FLOOR DERIVED
RATE
5.40.2/ 102 + Cum 8865.35
5.34.3/10
1 +5.38/
....................................................... 101. .............................................•......•.... ·····---·······················
30 ROOF BEAMS
STILT FLOOR - Cum 8562.35 ............................................................................................................................................................................................................ ....... §~_()l!_f-:JQ!:.~Q_()~ ------ ......................... -- ------ .. :i.:4-9.:.9.9. .... £ll.'!'. ····-·······13.?.?..?.:=:i.?
FIRST FLOOR 234.00 Cum 8562.35 SECOND FLOOR . ____ .. .............. ?.ll?0 9g _c_:::u::cm:.:._i:....... .. _8647.97 THIRD FLOOR 262.00 Cum 8734.45 TERRACE FLOOR DERIVED
RATE
5.40.2/
102+
5.34.3/10
1 +5.38/
202.00 Cum 8865.35
..................... ····································- ·······-·--·····-································································ --~---- 101· ........ ·······-··················· -·-··---· ·•····•··•·················· ············--··'Staircase __ Head_Room ................................. ·--···---·--···················-··--- ·---·-·-······-- ·---·-·-·····6.00 ___ Cum_------·· 8865.35
••••••••••••••••-•-••••••-••••••••m••••HHOHHHHHHHHHHHHHHHHHHHHHHH••••••••• •••••••••••••••••-·---- ... ,.,, .... ___________ ;._,,, ____ HHHHHO-HHH -•-HHOOHHHHH••••••••
31 Post Tention Beams - M 40 Grade
STILT FLOOR - Cum 8562.35 ······················-··-- ............................................................................ ·············-··-··-·····- ................ _.__ ··--·-·-·-.. --. ·-·-----....................................... . GROUND FLOOR ···························--····-·-····-·················-···· ··------··-- ______ 192.00 SU'!'... ______ 8562.35 FIRST FLOOR . - Cum 8562.35
.................................................................................................................................................... -··-··········-· - ··-··-· - ·---·- ----... --1...-, ......................... ...
SECOND FLOOR 562.00 Cum 8647.97 THIRD FLOOR
TERRACE FLOOR
32 Slabs - M 40 Grade ..................... . ............................. .. STILT FLOOR
GROUND FLOOR
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
TERRACE FLOOR
DERIVED
RATE
5.40.2 I 102+
5.34.3/10
1 +5.38/
562.00 Cum 8734.45
396.00 Cum 8865.35
················---- ...........•... 101 ......... ·················--······························
....................... ____ .. __ -·--- .. ___ ....... _ .. _ - Cum 8562.35
....................• ·-··-·---····-·--·· ···--··--
············•····•····••·············· ...................... . ........... .J20.00 ... Cum ...... 8562.35 218.00 Cum 8562.35 670.00 Cum 8647.97 580.00 Cum 8734.45 ........ ············-······-··-· _ ................. -, .... _ .. __ ,_ .. _____ ................ . 418.00 Cum 8865.35
STAIRCASE HEAD ROOM 16.00 Cum 8865.35 ···············--········--··-··----·-······--.............................................................. ___ ................................................ - ............ ,_, ....... ___ ········-·······
33 Raked Slab for Auditorium .................................................................................... ..................... a)_ At _Stilt_ to_Ground._Floor ................... . 200.00 Cum 8562.35
34 M 40 Grade Lintels ........................................................................ a)_ At all levels 118.00 Cum 8562.35
35 M 40 Grade Gill Slab 100 mm thick
.................... a).At all.levels ..... 22.00 Cum 8562.35
DIAL 10(
sAPL Kaiwa!y~mar Misra PART~RE] - P. No. 11 Y, UMESH CHANDRA ~ BUILDING WORK - ABSTRACT BOC:'
U""' p A. R. E. (CiviQ . '·"'· rade 1t· Raiki'ya N" · · ' , 1rman Nigam Ltd.
Lucknow. (A.R.E.)
U.P.R.N.N.LTD.
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3) (4) (5) (6) ........................................................................................................................................... _ ....................................... _ ................................. - ........... _ ----- ~ ............... ..
36 M 40 Grade Stair case ···············-·· ·········-··-·····-··-····-·····-........... ·····················································-·-·-·-·--................. ---·-·--- ·-·-·- .............. ............................... ____ ,. ___ ............ - ........ ... ..................... Stilt_ Floor to Ground .. Floor_ including __ Entrance_ Steps ........................................................................ ?.~_:QQ. _~um 8562.35
Ground Floor to First Floor 18.00 Cum 8562.35 ................................................................................................ First Floor to Second Floor 18.00 Cum 8562.35 ..................... .. ....... -...................................................... --·····-···· .............................. -,................................................. ·-·····-····-··········· ······- ---············· ..................................... . Second Floor to Third Floor 18.00 Cum 8647.97 ...................................................................................................................... Third Floor to Terrace Floor 18.00 Cum 8734.45
Terrace Floor - Cum 8865.35
........ 3-?. ....... M. 40_ Grade for Coping··-·······-·················-··-···················································· ..................................... . Terrace 15.00 Cum 8734.45
E STEEL REINFORCEMENT ................................................................................................................................................................................................................................................................ 38 Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete 5.22.6 /
UPTO PLINTH LEVEL. - THERMO - MECHANICALLY 99 321.00 M.T 68100.00
TREATED BARS . .....•...• ··········-·····--····-·--·-··-·-·····---- ··················································-············· ············- ·····-··· --····················-.. ··· --··-··-· .. -· ........ -............................ . ................ _.. .................................................................................................................................................................. ·········--··-··-·-·- ,_ ...................... __ ----··-········
39 Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete 5.22A.6 /
ABOVE PLINTH LEVEL. - THERMO - MECHANICALLY 99 1030.00 M.T
TREATED BARS . .................... ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::. :::::::-.. -:::::::-.:::= . ==--=:::::::
40 POSTTENSIONING:
Post tensioning of beams and flat Slabs using low relaxation
{class 2) High tensile wires I strands of ultimate strength 1900
N I Sqmm including submission of design shop drawings,
supply of strands, wedges, end anchorages, ducts and other
hardware (complete) installation as per approved design I shop MARKET
drawings, stressing an_q grouting with approved admixture RATE
incuding providing and removing necessary staging I platform
at all levels.
VSL I BBR Post tensioning system or equivalent
CODES: IS 1785 - High Tensile Wire I Strands for prestressing
IS 1343 / IS 456 for Concrete
36.15 MT
········-······-·····- ·······-······-------·····------------------------------------...... _, ---·- -- - --------41 Steel works in built up tubular (Round, Square or Rectangular
Hollow tubes, etc., ) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel
primer, including welding and bolted with special shaped
washers, etc., complete. - ELECTRIC RESISTANCE or
INDUCTION BUTT WELDED TUBES. (TRUSS)
10.16.3 /
175
42 Structural steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position 10
.11173 and applying a priming coat of approved steel primer all
"" complete., - , PURLINS ,CHANNELS"""'""""""""""""'""""""""""""""""""". """""""'"'"'··· 43 Steel work welded in built up sections/ framed work, including
cutting, hoisting, fixing in position and applying a priming coat
of approved steel primer using structural steel etc. as required. 10_25_ 1 1 - In Stringers, treads, landings, etc., of staircases including
use of chequered plate wherever required all complete. - FIRE
ESCAPE STAIRCASE
175
25.00 MT
6.00 MT
30.00 MT
68100.00
163611.50
123650.00
67700.00
75300.00
DIAL
. .15;·w: sAPL Kaiwa1ya~mar Misra
~--
PART - I [STRUCTURE] - P. No. 12 ( fj BUILDING WORK - ABSTRACT soc; UMESH CHANDRA . n..---~ ,., A R. E. (CiviQ
lktar nadesh Rajkiya Nirman Nigam Ltd Lucknow.
(A.R.E.) ~~ U.P.R.N.N.LTD. ~ l<.J<.I-~
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2)
44 Providing and fixing hand rail of approved size by welding
etc. to steel ladder railing, balcony railing, staircase railing
and similar works, including applying priming coat of
approved steel primer. M.S. TUBES - LADDER RAILINGS
45 Providing fixing 4 mm thick Galvanized hot dipped sheet for
Rain water Gutters having 450 mm wide and 450 mm deep
internal fixed with Mild steel Angle ISA 50 x 50 x 6 mm thick
(3)
10.26.1 I
176
Brackets at a regular intervals of 1 mt and painting steel MARKET
suliace with Zinc chromate primer one coat and Plastic RATE
emulsion paint two coats of approved colour etc , complete.
46 Providing and installing of pre painted Metecno Sandwich
Insulated Trapezoidal profiled sheet on top with sandwitch
puff panel 50mm thick and bottom plain sheet of approved
make 1060mm width (1000 mm cover width), 28 to 30mm
crest height with crest distance of 200mm c/c with 2 ribs at
the centre for stiffening. The total coated thickness 9TCT) of
the sheet will be 0.47 mm + I - 0.02 mm tolerance Zinc Alu MARKET
Alloy coating AZ150 gsm as per ASTM 1397 I Z755-550 RA TE
mpa steel grade, 5-7 microns epoxy primer on both side of
the sheet and polyester top coat 20 - 22 microns using Self.
tapping Screws fixed to purlins, rafters, channels and
trusses. (Wastage and laps not included in the
measurement. Rate is inclusive of all taxes)
(4) (5) (6) (7)
0.31 MT 104700.00 32247.60
51.60 Rmt 2500.00 129000.00
1370.00 Sqm 250.00 342500.00
................................................................................................................................................................................................................................................................................................ 47 Providing and fixing precoated galvanised steel sheet roofing
accessories 0.50 mm(+ 0.05 °/o) total coated thickness, Zinc
coating 120 grams per sqm as per IS: 277, in 240 mpa steel
grade, 5-7 microns epoxy primer on both side· of the sheet 12_51 .11 and polyester top coat 15-18 microns using self drilling/ self
tapping screws complete: RIDGES PLAIN (600mm)
48 Providing and fixing M.S. grills of required pattern in frames
of windows etc. with M.S. flats, square or round bars etc.
?06
including priming coat with approved steel primer all 9.48.2 I
complete at all levels. - Fixed to openings /wooden frames 151
with rawl plugs screws etc. (20 Kgs per Sqm )
F CENTERING AND SHUTIERING
43.00 Rmt 633.90
10.50 MT 116900.00
............................................................................................................................................................................................................................................................. Centering and shuttering including strutting, propping etc.
and removal of form work for : 4.3 / 86 Sqm
27257.70
1227450.00
...... ±.9. ...... Foundations, __ Footings, __ Bases. for Columns .......................................... ±},.1J.8.~ ............. 1.55. 00 ... Sqm ................. !.9.§:1?. .................. 3.9±.±.9.:.!.~
50 Centering and shuttering including strutting, propping etc.
and removal of form for : - Foundations, footings, bases of
columns, etc. for mass concrete - For PILE CAP & RAFT 5.9.1 / 97 1184.00 Sqm 196.45 232596.80
= D ................. ··········~~··············································································,;c;:f/!,.----······························· ti••······································· ..................................... .
Kaiwal~Kumar Misra UMESH tH't(NDRA "i:{I~ ~ A. R. E. (CiviQ (A.R.E.) ~ ~
UilarPradesh Rajkiya Nirrn N. U.P.R.N.N.LTD. -d XXI ~ . L k an igam Lt(!, PART - I [STRUCTURE] - P No 12 ~""" - BUILDING WORK - ABSTRACT BOQ uc now. · ·
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3)
51 Retaining Walls, Return walls, Walls (any thickness) ·
including attached pilasters, buttresses, plinth and string 4
_3
_21 86
courses fillets, kerts and steps etc .
(4) (5) (6) (7)
--- Sqm 360.80
...... 5..? ...... Columns, _Piers,. abutments,_ pillars,_posts_ and. struts ...................... :4.},.3..!..8.§. ....................... --- ... Sqm .................... 1.5.~}?. ..................................... .
53 Centering_ and shuttering including strutting, propping etc.
_and removal of form for : COLUMNS, PILLARS, PIERS, 5
_9
_6197 ABUTMENTS, POSTS AND ABUTMENTS .
................ STIL T_FLOOR ........................................................................................................................................ 1918.00 ... Sqm .................... 1.5.~:.3.?. ............... 8.§.!J.~?.5.:.3..0.
................. GROUND _FLOOR ............................................................................................................................... 1336.00 ... Sqm ___ ................. 1?.~:.3.?. ............... 6..0.~§.7..5.,.§_()
................. FIRST_FLOOR ................................................................................................................................... 1236.00 ... Sqm ___ ................. 1.5.~:.3.?. ............... 5.§.9.3..1.0.:.6..0.
................. ~-~C::.Q.f':J_l:l __ F._i,.<:l_c:>_'3 _______________ .................... ....... ................... ... ........ ....... . ................ 1330.00 ... Sqm .................... 1.5.~:~?. ............... 6..0.?.!J.5..5.:.5..0. THIRD FLOOR ...................... .J82.00 ... Sqm .................... 1.5.~:.3.?. ............... 3.?.:4.~!.9.:.7..0.
::::::::::: :: !..E~~?.~:.F.~?.?..~:::::::::::::::: :: . .... .. ....... . .. .. . .............. __ 206.00 ... Sqm ___ .......... 1?.~:.3.?. .. . .... 9.~3..9..0.:!.0.
54 Centering and shuttering including strutting, propping etc.
and removal of form for : Extra for shuttering in circular work (20o/o of respective centering and shuttering items). -
CIRCULAR COLUMNS
5.9.14/ 97
................. STILT.FLOOR······················· ................................... 270.00 ... Sqm .................... 5.1.:4.:.0.?. ............... !1.§.8..8..5.:.1.0.
::::::::::: : <_3.~.?.-~-~~f ~??..~.::: :::::::::::: ::::::::::: :::: ::: :::::::::: :::::: :: ................................................ 1.84.00 .. Sqm ... . .... .... . ~1.:4.:.0.?. .............. .!.0.9.9.9..9.:.6..8. .............. f.:l.f:Zi:i]f~QQf3 ................................•............................................................................................... 206.00 ... Sqm ............... 5.:4.:4.:.0.?. ............... \1_?.Q§.8.:.!.2. ................. ~-~<::.<:ltJQ..f.~QQf3 ........................................................................................................................... 180.00 ... Sqm .................... 5..1:4.:.0.?. .................. 9.:7.9..2..3.,.§_() ............. !.l:i.l.f:Zt:J.f.~<:l(?f:Z ...................................................................................................................... 1.98.00 ... Sqm .................... 5.:4.:4.:.0.?. ............. 1 _ _()7715.96 ................. !..E..1313AC::.~.F.~<:J<:J'3.. . . . ......................... -- ___ Sqm .................... 5.:4.1.:.0.?. ............ .
55 Centering and shuttering including strutting, propping etc.
and removal of form for : Lintels, beams, plinth beams,
girders, bressumers and cantilevers - For PLINTH BEAM & 5.9.5 / 97 PLINTH SLAB.
56 Centering and shuttering including strutting, propping etc.
and removal of form for : Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc. 5.9.2 / 97 LI FT CORE WALL
2492.00 Sqm 332.15
.
827717.80
................ i:i]ilt_f.19.~_r. .................................................................................................................................. 1.32.00 ... Sqm ................. 3.§.9.,.8.9. .............. 1.!.6..?.5.:6..0.
57 Centering and shuttering including strutting, propping etc.
and removal of form for : Weather Shade, Chajjas, Corbels, 5
_9
_ 19197 etc., including edges. - GILL SLABS
58 Centering and shuttering including strutting, propping etc.
and removal of form for : Lintels, beams, plinth beams, 5
_9
_5197
girders, bressumers and cantilevers - BEAMS
208.00 Sqm 492.35 102408.80
STILT FLOOR ............................................................................................................................................ ---- ___ Sqm .................... 3..3.?.:.1.!'i .................................... . ············.···· GROUND _FLOOR ............................................................................................................................... 2248.00 ... Sqm .................... 3..3.?.:_!!5. .............. .7.:4.§.§.7..3.:.?.0. .............. f.:l.f3§.1."_.f.~QQf3 .................................................................................................................... 1594.00 __ Sqm ___ .............. 3.3.?.:.1.?. ............. 5.?.!J.1.1.7.,.)_() ................. i:3E._<::_<:l_f':JQ..f.~QQf3......................... ..................... . ................................................ 1766.00 ... Sqm .................. 3.~?.:1.§ ............... 5.~?.5..7..6.:.9..0. ................. THIRD_FLOOR ...................................................................................................................................... 1634.00 ___ Sqm ................... 332.15 .............. 542733.10
................. ~=i:;~~~;-~~i~;~······································-~;~-~~~-;~-~254.00 tm ................... 332.15 .............. 416516.10
(,Alar Pradesh Ra"ki ~ (~IVIO (A.R.E.) ~ -il<li'R14 / ?,
0( N/rman Nigam Ltd, PART - I [Srn\Jefuke:J'•L lifillo. 13 ~ ,r>m\BUILDING WORK - ABSTRACT BOQ
~"' no,u -----" = • !h ~q)I~ XXI- M'T<l ··1'J1
V.P.RAJl(IYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3) (4) (5) (6) (7)
STAIRCASE HEAD ROOM ............ .J2.00 ... Sqm .................... 3..3.?.:.1.?. ................ .?.~~!'.1::.8..0.
59 Centering and shuttering including strutting, propping etc.
and removal of form for : Lintels, beams, plinth beams,
girders, bressumers and cantilevers - BEAMS . - For POST 5.9.5 197
TENSIONING BEAMS.
................ ?.!..1\!..~.l.99'3. ............ .............. ... . . .. ... ....... . ......... ... ........ ....... . ............................................ --- ... Sqm ................. 3..3.?.,.1.?. ..................................... .
................. ~'3.9..IJ.f:ll:!_~~99..13 ................................................................................................................................... 552.00 ... Sqm .................... 3..3.?.,.1.?. ............... 183346.80
................. FIRST.FLOOR .......... · ........................................................................................................................................ --- ___ Sqm ................... 332.15 ................................. ---················· SECOND_FLOOR ................................................................................................................................ 1484.00 ___ Sqm ................... 332.15 .............. 492910.60 .............. THIRD_FLOOR ...................................................................................................................................... 1484.00 ... Sqm ................... 332.15 .............. 492910.60 ................. TERRACE .. FLOOR .............................................................................................................................. 1038.00 ... Sqm ................... 332.15 ............... 3.11.7..7..1.:.!.0. ................. STAIRCASE.HEAD.ROOM ......................................................................................................................... -- ___ Sqm ................... 332.15 ..................................... .
60 Centering and shutt9ring including strutting, propping etc.
and removal of form for : Lintels, beams, plinth beams,
girders, bressumers and cantilevers - LINTELS at all Levels. 5.9.5 / 97
61 Centering and shuttering including strutting, propping etc.
and removal of form for: Stairs, (excluding landings) except 5
_9
_7 197
spiral-staircases - FOR STAIRCASE
1432.00 Sqm 332.15 475638.80
................. Stilt.Floor to_ Ground __ Floor _including _Entrance_ Steps ........................................................ 444.00 · .. Sqm .................... 3.~?.:.6.?. ............... !!.?.6..6..8.:.ll.0.
................. ~'3:c:J.IJ..t-:Jl:l .. ~~<:J.9._'3 __ !,c:J__~l'3§!..~~Qc:J.'3 .......................................•................................. 1.06.00 ... Sqm .................... 3.~?.:?.?. ........... '.1;1.9..3.8.:.9..0.
................. FIRST.FLOOR TO_SECOND_FLOOR ........................................................................................ 1.06.00 ... Sqm ................... 395.65 ................. 1.!.~3..8.:.9..0.
................. SECOND_FLOOR TO_THIRD_FLOOR ....................................................................................... 112.00 . __ Sqm ................... 395.65 ................. 1.1.3..!?-.8..0.
................. THIRD _FLOOR TO.TERRACE_ FLOOR ..................................................................................... 1.12.00 ... Sqm .................... 3.~?.:?.?. ................. 1.1.3..!?.:.8..0.
................. !.§_'313!.'Q§. F..~.9..9.~ ............................................................................................................................ -- ... Sqm .................... 3..9.?.:.6.?. .................................... .
62 Centering and shuttering including strutting, propping etc. ·
and removal of form for : Suspended floors, roofs, landings, 5
_9
_3 1 97
balconies and access platform. - SLABS
................. STILT.FLOOR ..................................................................................................................................................... - ... Sqm .................... 19..1.,!J?. ..................................... .
................. GROUND _FLOOR ......................................................................................................................... 41_52.00 ... Sqm .................... 1.0..1.:.6.?. ............ !.6..6.!.~5..0.:.8..0.
................. ~1.f33l!..~~c:J_c:J_f3 ........................................................................................................................ 11_64.00 ... Sqm ................... '.1:.0..1.:.6.?. ............... 1?.!.5..2..0.:.6..0.
................. ?..E..<::.Q.t-:Jl:l .. ~~(?c:J.'3 ............................................................................................................... 3404.00 ... Sqm ................. 19..1.,!J?. .......... ..1.3.§!.2..!?.:.6..0.
................. !.f.i.1_'31:J_y~c:J_c:J.'3 ................................................................................................................................... 3390.00 ... Sqm .................... 19..1.,§?. ............ !.3..6.!.?.9..3.:.5..0.
................. !.l=..'313!.'Q§ .F..l..9..Q.'3 ....................................................................................................................... 2076.00 ... Sqm .................... 1.0..1.:.6.?. .............. 8.~~~2..5.:.1.0.
................. 3l!.J.':1.'3<::.!':~.~--f.il=.!\.E.> .. f39Qt\! ........................................................................................ 88.00 ... Sqm .................... 1.0..1.:.6.?. .................. 3.?.3..1.5.:.2..0.
63 Centering and shuttering including strutting, propping etc.
and removal of form for : Suspended floors, roofs, landings, balconies and access platform. - RAKED SLABS in 5.9.3 / 97
Auditorium
64 Centering and shuttering including strutting, propping etc.
and removal of form for : Weather Shade, Chajjas, Corbels, 5
_9
_ 191 97
etc., including edges. - For Chajja/Platforms
700.00 Sqm 401.65 281155.00
RO Sqm 492.35
·························t\:l#···········································································~·························J·········································································
l{aiwal~Kumar Misra ·C11Tt,n.r'd·d·o ~ Ulfar P " A.~- _E. (CiviQ l":l"'d"\I) c--ww ~ jJ1"'14=1~"'*1"'4
. radeshRaJkiyaNirmanNigamLtd. vaaN\/H'J \-lo:.". ~wm'I Lucknow. J.
1 ~ xx1-~
PART - I [STRVCTVRE] - P. No. 14 BUILDING WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100 . .
(1) (2) (3) (4) (5) (6) (7)
65 Centering and shuttering including strutting, propping etc.
and removal of form for : Edges of slabs and breaks in floors 5
_9
_ 16
_2 1 and walls - Above 20 cm wide - For Grade slab.
97 50.00 Sqm 508.55 25427.50
................................................................................................................................................................................................................................................................................................
66 Centering and shuttering including strutting, propping etc.
and removal of form for : Weather Shade, Chajjas, Corbels,
etc., including edges. - For Coping at Terrace level 5.9.19/ 97 120.00 Sqm 492.35 59082.00
.................................................................................................................................................................................................................................... ; ............................................................. . 67 Extra for additional height in centering, shuttering where
ever required with adequate bracing, propping etc.,
including cost of de-shuttering and decentering at all
levels, over a height of 3.5 m, for every additional height of
1 metre or part thereof (Plan area to be measured). - 5.11 I 98
Suspen.ded floors, roofs, landing, beams and balconies
(Plan area to be measured) .
159.05
................. Stilt_Floor_-_(3.60 .-.3.50_ = 0.10 .mts.)....................................... . .................................. 5368.00 ... Sqm ....................... 1.!5.:.9..1 .................. ~?.3..7..?,_()_1
................. Ground_ Floor_-_ (4.00_-_ 3.50_ = _0.50_ mis.) ................................................................................ 5034.00 ... Sqm ...................... !.?.:.5.~ ............... ~.0.9.3..2..?,.ll.5. First Floor-(4.00 - 3.50 = 0.50 mts.) 1540.00 Sqm 79.53 122468.50
................. Second_Floor.-.(4.W-3.50_=_0.70.mts.) ................................................................................ 3798.00 __ Sqm .................... 111.34 ' ............ 422850.33
................. Third .Floor_- _(4.20_-_3 50_ = _0.70 _01ts.) .................................................................................... 2792.00 .. Sqm .................... ).1 . .1.:.3.~ ............... 3..1.9.~.1!.:}2.
................. Terrace _Floor - _(3.60 .-.3.50_=_ 0.1 O mts.) ................................................................................... 1.12.00 ... S4m ___ ................... 15.91_ .................... !.?.?.1.,.3..6.
G MASONRY WORKS
68 Coursed rubble masonry (first sort) with hard stone in
foundation and plinth with : Cement mortar 1 :6 (1 cement: 6 7.6.1 I
coarse sand)
69 Providing and fixing up to floor five level precast cement
concrete solid biock, including· hoisting and setting in
position with cement mortar 1 :3 (1 cement: 3 coarse sand),
119
cost of required centering, shuttering complete: - 1:2:4 (1 4.7.1 / 86
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) - 200mm THICK WALL
RO Cum 4527.55
STILT FLOOR 4. 7.1 I 86 424.00 Cum 9334.80 3957955.20 .................................................................................................................................................................................................................................................................................................... GROUND FLOOR 4.7.1 / 86 498.00 Cum 9334.80 4648730.40 ..................................................................................................................................................................................................................................................................................................
................. f.1.~§I...f.~9.9.~ ...................................................................................................... _4. 7.1 _i_ 86_ ............ 456.00 ... cum ___ .............. 9334.80 ............ 1.2.?.~6..6..?,.ll.0.
................. §.E.:C::9..":Jl:l .. f.~9.9.~ ............................................................................................ _4.7.1_!_ 86_ ............ 430.00 ... cum ___ ............. 9334.80 ............ 1.0..1}~.6..1,.9.0. THIRD FLOOR 4.7.1 / 86 410.00 Cum 9334.80 3827268.00 .................................................................................................................................................................................................................................................................................................... TERRACE FLOOR 4.7.1 / 86
+4.14/ 168.00 Cum 9478.10 1592320.80
················· .................................................................................................................................................. 87 .......................................................................................................................... .
70 Providing and fixi11g up to floor five level precast cement
concrete solid block, including hoisting and setting in
position with cement mortar 1 :3 (1 cement : 3 coarse sand),
cost of required centering, shuttering complete: - 1:2:4 (1 4.7.1 / 86
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) - 150mm THICK WALL ,·--.
STILT FLOOR 4.7.1 / 86 42.00 Cum 9334.80 392061.60 .......... Ka:¥~:r·M~ra ·····································a.1;.;p?:;6· .......... 56.o~ ~um ___ ......... 9334.80 ............ 522748.80
A. R. E. (CiviQ ("3·H·v) ~ ~41«-14
sAPL Ultar Pradssh Rajkiya Ninnan Nigam Ltd. PARNliQMlrudfiliRElS~Jli.la. 15 ~ wm\uxLDING woRK - ABsTRAcr soQ Lucknow. , ~ xx1-~
--·-···-·' '"" .... _ .. ·., ....... ·.-:, ... _ .. " .......... ·- ·,·"""· ·.· ....... ·- .. -··-- .. _______ _ U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
.
(1) (2) (3) (4) (5) (6) (7)
................. FIRST_FLOOR ........................................................................................................ 4.7._1_/_ 86_ ............... 62.00 ... Cum ................ 9334.80 -............... 5..7.~!.5..!:.~.0. .SECOND FLOOR 4. 7.1 I 86 - Cum 9334.80 ................................................................................................................................................................................................................................................................................... THIRD FLOOR 4. 7.1 I 86 - Cum 9334.80 ................................................................................................................................................................................................................................................................................. TERRACE FLOOR 4. 7.1 I 86
+ 4.14 / - Cum 9478.10
················· ·········································································································· ...................................... 87 ........ ············································································· ······································
71 Providing and fixing up to floor five level precast cement
concrete solid block, including hoisting and setting in
position with cement mortar 1 :3 (1 cement : 3 coarse
sand}, cost of required centering, shuttering complete : -
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) - 100mm THICK WALL
.................................................................................................................................................................................................................................................................................................... STILT FLOOR 4.7.1 / 86 12.00 Cum 9334.80 112017.60 .................................................................................................................................................................................................................................................................................................... GROUNDFLOOR 4.7.1 /86 4.00 Cum 9334.80 37339.20 .................................................................................................................................................................................................................................................................................................... FIRST FLOOR 4.7.1 / 86 6.00 Cum 9334.80 56008.80 ................................................................................................................................................................................................................................................................................................... SECOND FLOOR 4.7.1' / 86 8.00 Cum 9334.80 74678.40 .................................................................................................................................................................................................................................................................................................. THIRD FLOOR 4.7.1 / 86 8.00 Cum 9334.80 74678.40 .................................................................................................................................................................................................................................................................................................. TERRACE FLOOR 4. 7.1 I 86
+4.14/ - Cum 9478.10
················· ···························································································· ................................................... 87 .......................................................................................................................... . ................. ....................................................................................................................................................... .................................................................................... ..................................... .
72 Extra for providing and placing in position 2 Nos 6mm dia.
M.S. bars at e·,ery third course of half brick masonry. - FOR 1 OOmm THICK WALL
...................................... -.......................................................................................................................................................................................................................................................... . STILT FLOOR
6.15/112 104.00 Sqm 69.50 7228.00 ··············•·· ................................................................................................................................................................................................................................................................................. .
GROUND FLOOR 6.15/112 30.00 Sqm 69.50 2085.00
.................................................................................................................................................................................................................................................................................................... FIRST FLOOR
6.15/112 58.00 Sqm 69.50 4031.00 ················· .................................................................................................................................................................................................................................................................................. .
SECOND FLOOR 6.15/112 78.00 Sqm 69.50 5421.00
.................................................................................................................................................................................................................................................................................................... THIRD FLOOR
6.15/112 80.00 Sqm 69.50 5560.00 ....................................................................................................................................................................................................................................................................................................
TERRACE FLOOR 6.15/112 -- Sqm 69.50
................................................................................................................................................................................................................................................... ········· ..................................... .
................. ............................................................................................................................................................................................................................................. ..................................... . H PLASTERING . ................. ............................................................................................................................................................................................................................................. ..................................... .
................. ............................................................................................................................................................................................................................................. ..................................... . 73 CEMENT PLASTER (IN FINE SAND) : 12mm cement
Plaster of mix: 1:6 (1 Cement: 6 Fine Sand) - INTERNAL 13.1.2/ PLASTERING. 216
..................................................................................................................................................................................................................................................................................................
................. STILT_ FLOOR ................................................................................................................................... _ 4078.00 ... Sqm .................... !i!:!,1~ ............... ~.0.!:l'.\.5..7.:.!.0.
................. GROUND _FLOOR ............................................................................................................................... 41_52.00 ... Sqm .................... 149.45 ............... 6.?.9~!.6.:.1.0.
........... .. .............. . ........ F.1f3:~!. .. f:\C:,c:J~............. ....... ........... }9..7.1:.0..0. ... Sqm __ ..... ________ 1_1!:l ...... ~!J.~9.1.1,.~_o. SECOND FLOOR 2244.00 Sqm 149.45 335365.80
.:::::::::: ;~~R!~~O~~OR :::::::::::: : :::::::::: :::::::::::::::: :::::: ::::::: : :: ::::2~;!~~ ::::~~:: :: ::::::::::~ : :: 3~~:~!:~~ ················· ............................................................................................................................................................................................................. .
74 CEMENT PLASTER IN FINE SAND for Concrete Surfaces -
12mm Cement Plaster of mix: 1 :4 (1 Cement : 4 Fine Sand) - 13, 1. 1 I
CEILING - SLAB, BEAM, COLUMN & WAIST SLAB 216 , ~
.................. ,.~-----------------------------------------------·······--······------··········-------VJ/--------·····--··
Kaiwaly'J'kumarMisra .0~o ~~ Ut(,r p A. ~- _E. (CiviQ ('::nrv) ~ XX\-~
•· radesh Ra1k1ya Nirman Nigam Lid. PART - IWl&FN~ w~W/;l BUILDING woRK - ABSTRAcr BOQ Lucknow.
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2) (3) (4) (5) (6) (7)
. STILT FLOOR 4800.00 Sqm 163.35 784080.00 .· ....... ::: ~:~~~f ;;~?~:::::: ::::::::::::::::::: :::::_ :_ :_:::::::::::::::::::::: : :: : : ............................. 53;~9o~4-:2··:_~o··~o -~s···~q···~m······· ···········:1·:6-~3·:_!3··:5·· ·························-·_:6·_·_·_~4·_·_~3·_-_:9:_._._623_._._~s•.•.·_:_._
47~ .. -.·~o_··.
················· SECOND.FLOOR······································································· ..
················· THIRD.FLOOR··········· ................. . 2788.00 Sqm 163.35 455419.80 ..........................................................................................................................
················· TERRACE __ FLOOR····················································································································· ............... 96.00 ___ Sqm ___ ................. 163.35 ................. 15681.60
..... 75······ Plastenng·1 zmm·lh,ck overConcrere· surtaes"'(Columns' elcf" ······················· ............................ ················· ................................ ······································
in CM 1 :4 including curing and and finishing smooth as 13.4.1 /
directed etc., complete. - For COLUMNS 216
...... 76·--··-cEMHlrPCASTERTN--COARSESAND"li5r"C6"ficrele'"""""""""""•• ......................................................................................................................... , ................. .
Surfaces-12mm Cement Plaster of mix: 1:4 (1 Cement: 4
COARSE Sand) - For DUCTS & LIFT SHAFT 13.4.1 /
216
.......................................................................................................... ................. STILT.FLOOR··································································································· 580.00 Sqm 172.3 99934.00
················· GROUND.FLOOR························ ... ............. 625 00 Sqm 172 3 107687 50
;=;; ~1f i::::·:::;:;:;;;;;::::;===: --: === == ==JE~ if:: :::::: !~! ==:: :~~rn ..................................................................................................................................................................................
···•·• .......................................................................................................................................................................... .. 77
CEMENT PLASTER IN FINE SAND for Concrete Surfaces -
12mm Cement Plaster of mix: 1 :4 (1 Cement: 4 Fine Sand)
and Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the n1anufacturers. - Water Proof Plaster in Toilets at all levels .
13.1.1 /
216 + 13.21 /
217
. ................................................................................................... .
....................................................................................................................... ..................................... . ................. STILT.FLOOR··········--····················· ............ ...... .. ... Sqm 168.89111 ...................................................................................................................................................
::::: ~~~i:::::::::::::::::::::::::::::: :::.·: :::: !~~ : ~I :: : lE~ jj :::::: ,~ E ················· .................................................................................................................................................................................................................................................................................. .
················· 1·8'mrn·ce1vmnrPmsmrm-rwa·-cM1;r·an-aenayar1211mnnre1<···· ······················· ···························· ················· ................................ ······································ 78
cement plaster 1 :5 (1 Cement: 5 Coarse Sand) and a top
layer 6mm thick cement plaster 1 :3 (1 Cement: 3 Coarse 13.12 / Sand) finished rough with sponge. - EXTERNAL PLASTERING
217
PART - I [STRUCTURE] - P. No. 17 BUILDING WORK - ABSTRACT BOQ
.. -. --·- --· ',. ·-- ..... . .-.---'· -- ... .-... _, ____ ,,' -· --- ..... .. '-. _, _______ ,---·- ........ -- '":2 ... "'. ---- .. ··: -- •• --- --.-- .. " · .... _ .. '-- -· .. ·-- --- ·--------~~---~---"-"'"~· ·--- --·- ----. ·. '" --·- .. ·---. .-- . .-.-----..... , .... -·- -- ·.-.' ... --.,.:: . .-·. --_ .. ; ----- ___ :._ __ ·- .. ·- -.- . ---· -·------ . """-~
U.P.RAJl<IYA NIRMAN NIGAM LTD. DIAL 100
SAPL
(1) (2)
79 _ t:xffa tor plastering exterior wa11s ot ne1g1n more tnan 1u m from ground level for every additional height of 3 m or part
thereof.
(3)
13.22 /
217
(4) (5) (6) (7)
............................................. ..... UP TO 10m ······································································· ............................................. --- ... Sqm ........................................................................ . ··············· UP.TO 10m --- Sqm
················ 1sT STAGE . . ................................................................................................ 11_06.00 ... sqm ...................... 37.95 · ................ 41972.70 ················· 2ND.STAGE........................................ 1340.00 Sqm 75.9 101706.00
.... 3RD STAGE 1372.00 Sqm 113.85 156202.20 ................. 4TH ·sTAGc····································· .. . .... . ............................................ 1330.00 Sqm 151.8 201894.00
................. ~:.~ .. ~!.'.:':'.~......................................................... ... . ............................................ 8iiioo ... sqm .. . ..... 1.iiii:.is ··········1iisoai·ii·o
..... 80 ····· Providing Lafh".pfasfer1nCM"f:4, ·50 m·th,cl< w1lh ifouble ............ ······················· ................................................................................................................ .
layer chicken mesh including necessary shuttering and MARKET
finished smooth , curing, etc., complete for planter boxes. RATE RO Sqm 895.7
······81······ GEl\ilENTPCASTER(IN"COARSFS1'1'JD)""' .. Toii'iii'f"i::eii'ieiYf"····· .................................................................................................... ······································
Plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement: 4 Fine Sand). -For Toilets, Pantry and Lift
Wall
13.2.1 /
216
................................................................................................................... ················· STILT.FLOOR.................................. 535.00 Sqm 189.4 101329.00
GROUND FLOOR .................................................................................................................................. 337605._oooo ... SSqqmm··· ................... 118899 .. 44 ............... ..7609017381 .. oooo ................. FIRST FLOOR ...
................. SECOND .FLOOR......... 370.00 Sqm 189.4 70078.00
................. THIRD.FLOOR······························· ····································································· ....................... ············:isa·:ao ···sciin··· ............ 189.4 66290.00
:::::::::::::::: :.~!'.'~~-~:~.~.?.?.:::::::::::::::::::::::..................... .............. ............ .... . ..................... --- ... Sqm ...................... 189.4 .................................. .
······82····· GEl\ilENTPCASTER(IN"COARSFS1'1'JIJ)"""'.Toii'im··ceii'ieiir····· ........................................................................................................................................ ..
Plaster on the rough side of single or half brick wall of mix
1:4 (1 Cement: 4 Fine Sand). at all levels. - For External
Cladding
13.2.1 /
216
:::: :::::::.: ;:~~~~i~OR ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::: ::::::::::!~~:~~ j~~::: :::::::::::::: :::: i ;;:; .. ......... 3~~~f ~.~ SECOND FLOOR 580.00 Sqm 189.4 109852.00
THIRD FLOOR 820.00 Sqm 189.4 155308.00
......... :.~.~~~~~~?..?..~..... . . . ... ... . . ........................... --- __ Sqm . . 189.4 .............................. .
········j"°······ WATER.PROOFING···················································································································································································· · ... · ........ T: c1ean1ng·and "preparation ...................... · ............... · ·· .. · ......................................................................................................................................... ..
The cleaning and preparation of the substrate to which the
WATER PROOFING TREATMENT to be applied must be
carried out thoroughly to leave a sound base for the application .
................. Any·1a1tance ·present' on 'lhe 'surtace ·must'be. removed ................. ........................................................... ······· ................................................................... ...
mechanically. Release oil and other contaminants which may impair adhesion must be removed prior to the application .
................. WATER."PROOFIN(fOF'RETAINING.WACCUSING··················· ....................... ··················7::::-- ..................................................................................... . CRYSTALLINE METHOD for LOW WATER TABLE <'.\:) REGION: h,
····················~·-·······················································································ci,.r······················································································· ~ 7 ~ ~q\{:a<i
Kaiwa a Kumar Misra UMESH CHANDRA ~ ,;r>m1 . . A. R. E. (C1v1Q ~ xx1-~ •Ji,:,, Pro,d2sh Rajkiya Nirman Nigam Lid. ' (_A.R.E.)
I uckno· U.PR.N.N.LfD. - ' N.
PART - I [STRUCTURE] - P. No. 18 BUILDING WORK - ABSTRACT BOQ
U.P.RA.JK!YA NIRMAN NIGAM LTD.
(1)
83
(2)
Providing and applying Crystalline waterproofing treatment to
basement in box type fashion. The crystalline waterproofing
system shall consist of MASTERS EAL 501, crystalline
waterproofing slurry containing highly active, deep penetrative,
reactive catalysts & MASTERSEAL 502, crystalline watertight
reprofiling mortar. Use MASTERSEAL 502 for all reprofiling
work and formation of vata at all the junctions. Treat all the
surfaces using two coats of MASTERSEAL 501 @ 1 Kg/m2 per
coat. Application as per manufacturers specification.
Cost to include base preparation including deaning and wire
brushing the retaining wall surface, treating the cracks,
construction joints and honey combs by grouting it with a
specialised non-shrink cementitious compound, grouting the
entire depth of the tie-hole with specialised non-shrink
cementitious compound, plugging I grouting any minor
leakages that occur on the RCC retaining surface from the
inside, curing, all materials, labour, lead, lift, scaffolding, etc.,
complete with a guarantee for a minimum period of 1 O years
from the date of completion.
(3)
MARKET
RATE
(4) (5)
Lift pit ..........................................................................................••..•• 24.00 ... Sqm
DIAL 100
(6) (7)
lift side Walls · ..... ·····-········ 72.00 ... Sqm .....•••..•....•. §_D8.8
.................... WATERPROOFTiilGWITHCRYSTALLIZATION.FOR.LOW
WATER TABLE REGION:
................... ______ ·--··-----------... - ............................. .
84 · VVP:TERPROOF'lNG"'WflrrcRY"STP:[[]ZA"llONIIJ'fl::l"flO":·······--·-· ···-·· .. ···---.. ·-··-· .................................. ··-
BASEMENT RAFT: waterproofing with crystallization.Over the
PCC Masterseal 501 slurry shall be applied by brushing I
spraying at the coverage rate of 2 kg./sqmt on the honeycomb--
free, levelled plum PCC before tying reinforcement for the
RCC raft.
In high water table situations, especially in basement concrete,
MASTERSEAL 501 is also recommended to be applied as a
85
dry shake on to the PCC just before casting the RCC slab. The
rate includes material, labour, lead, lifts, grouting, plugin, etc.,
complete. The Contractor has to give 10 years guarantee for
the work.
a) Grade slab
WATER PROOFING TREATMENT FOR TERRACE SLAB:
Waterproofing of Roof with Spray Applied membrane
·······ts·····
MARKET
RATE
~¥ Kaiwalya Kumar Misra
C~iar ,i;-, .. ,,,,,,~\ ~- _E. (Civil) ""'--·· ':aJK;ya Nirman Nigamu,.
UMESH CHANDRA (A.R.E.)
Lucknov., ''4-·•· U.P.R.N.N.LTD.
SAPL PART - I [STRUCTURE] - P. No. 21
Sqm 508.8
BUILDING WORK - ABSTRACT BOQ
U.P.RA.JK!YA NIRMAN NIGAM LTD.
(1) (2)
Supply and installation of BBA Approved spray applied BASF's
Coniroof 2113waterproofing membrane system, a multi-layered
system comprising of a series of substrate sealers, primers,
waterproofing membranes and protective top-coats.
BBA Approved spray applied membrane system for flat roofs
that have built-ups or landscape above the waterproofing coat ,
system not left exposed. The parapet walls or upstands which
may be exposed to be coated with UV top coat.
(3)
DIAL 100
(4) (5) (6) (7)
..................... '<:>'l"'''"''Y1·1~·..:,r1.:1··p,·,:,p-a,=•=r•~---... , ............... - ......................................................................................... ······ ················ ·············· ···················· ....................................................................... .
~e cleaning and preparation of the substrate to which the
CONIROOF is applied must be carried out thoroughly to leave
a· sound base for the application. Concrete and other
cementitious substrates must have a minimum pull off strength
of 1.5 N/mm2, over which Coniroof system shall be applied._
Any laitance present on the surface must be removed
mechanically. Release oil and other contaminants which may
impair adhesion must be removed prior to the application of
the primer.
Waterproofing S'ysfem - Con1roof 2113 system: .................................. ····· ······-·····- ········· ·--------- ·········- ··-··-----·· ·---------------------- .................. - .................. .
The seamless, monolithic waterproofing obtained from the
Coniroof systems requires several application stages:
Preparation coats/primers:
The primer shall be Concressive 1020 special or Concresive
2525 a two component epoxy moisture insensitive primer for
concrete substrate, primer to choose depending on the
substrate. The primer is a two component.The primer shall
form effective bond on the s.ubstrate. The primer shall exhibit
excellent bond strength by exceedirig adhesion of atleast 0.5
to 1.0MPa as per ASTM D 4541 testing .. The material storage,
mixing, application and coverage should be as per
manufacturers latest technical datasheet and should be carried
out by the as per instructions of BASF engineer. Dried, g'raded
sand is immediately and evenly spread over the entire wet
surface by hand or mechanically. When sufficiently cured the
surface is vacuumed to remove any loose sand.
··· ··············· ·v"·cn:e:rpr01:Y11ng·1v1'e'l'r1mm"te:··································· ································ ···· ··················· ··························· ................................................................................ ···· ····· .................................. .
The waterproofing membrane shall be CONIPUR M 800, a
solvent free two component spray applied system. It is highly
reactive and can only be applied by special, two component
spray equipment.
The mixed product should have 1 OOo/o Solids Content as per
DIN 53213, Density of 0.9-1.0 g/cm3, Tensile Strength of 8-
1 O Mpa as per DIN DIN 53504, Elongation of> 400% as per
Din 53504 and Green Certified. It shall have the following
features and benefits :
~ PAR~~rMt9JL~~~-~}- 22
U.P.R.N.N.LTD.
t -nn0,_ «UILDING WORK - ABSTRACT BOQ ., ....... -'l1 qjfflq
~wm\ ~XXI-~
U .P .RAJKIY A Nil~MAN NIGAM LT!>. !>IA~ 100
SAPL
(1) (2)
• should have high water vapOur permeability - low risk of
blistering (19.21 g/m2/day as per BS 3177)
• have excellent crack bridgin~ capability (>6mm as per EN
10204)
•be resistant to puncture
• should remains elastic at low temperatures;
• The application of Coniroof system shall be done by BASF
authorized applicator only with experience of more than three
years with coniroof application.
The rate indudes cost of all materials , labour all lead and lifts,
scaffolding, etc., complete with a guarantee for a minimum
period of 1 O years from the date of completion.
(3)
MARKET
RATE
(4) (5) (6) (7)
····················· GROUND_FLOOR··············································································································· ·············---······ ................ 62.00e-S'l'!' ....................... J:4.?. ................... ~.~QQ:4.,.QQ FIRST FLOOR 212.00 Sqm 742 157304.00
.................... SECOND_ FLOOR ................................................................................................................ ·····-···---·····'-.. -·_ 758.00 ... Sqm _ .. --·········742 ............... 562436.00 THIRD FLOOR 1382.00 Sqm 742 1025444.00
···-······-·····························································--·-······························ ······-··-·-···-······· ·-······· .. ·-·· .. ············· .................... ·---··-·-·-·-·· ......................................... . ..................... TERRACE .. FLOOR 2688.00 Sqm 742 1994496.00 ............................................................................................................................................................................................... _. ________ ..... -····· .. ····················· •...........•...
86 Grading roof for water proofing treatment with : Cement
Concrete 1 :2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone
aggregate 20mm nominal size). -AVERAGE THICKNESS
DERIVED
RATE
22.14.1 /
371 ......................................................................................... ·-··-.. -·-·-..................................... -.... ··-··-·- ................................... -............................. ·-·-··-····· ........ .
GROUND FLOOR 5.00 Cum 7036.00773 FIRST FLOOR .............. ____ " ------- ii:iio -c~;;;··· .. 7036.00773
35180.04
119612.13 ··········- ····-··---
SECOND .. FLOOR.................. 60.50 Cum 7036.00773 425678.47 ........ ............................................................................. ________ _ ..................................... ··············•·•····•··•·•·•··· ..................................................... ··-·-··· ................ .
THIRD FLOOR 110.50 Cum 7036.00773 777478.85 ..............•...............• ···-.. ··· TERRACE'"i'Tooif.............. 392.50 cum 7036.00773 2761633.04
....... -- .......................... ···········-····-· ··----.. ---·-·-·--· ............... -............. . ...... 87 ...... "'l::xtra for makingchequers "of approveifpaltem on cement ............ ·······-·······-····· ............................................. ---------·
concrete floors, steps, landing, p~vements etc. 11.8 / 182
································································································-··-- ···-····--·- .................. ··-··-·--·- ····---------- ---·--· .... _ .......... _______ ............................ . ...... GROUND FLOOR 62.00 Sqm _ ....... - ... ~,\?.§ ·----..... ?.Qfl..1/)Q
FIRST FLOOR 212.00 Sqm 33.25 7049.00 ........... SECOND .FLOOR ................................................ .. ......................................................................................... .
············································---········· .. ·-.. ···-··-------·········· ··-···-----········ ····-··-758.00 _ Sqm _ .............. };i}§ ... - ..... ?.?.?.9.~:.§9. ........ THIRD .. FLOOR········ .......................................... -·-·--........ -.................................... 1382.00 _Sqm 33.25 45951.50
TERRACE.FLOOR ······················-·· ......................................................................................... 2688.00 ... Sqm ...................... ~~.:?.!i ................... !l.!J.376.00
........ J ......... EXPANSION .JOINT···········- ........................... _. __ ....................................... -,,-·-·-· ........................................................ ..
88
a b
····· Provrair1y·expa-nsron·1onrr1n·crnunnrs-·anrr·Frx1ny·saprerne· board CAP CELL HD 100 of 25 mm thick and 100 kg/ Cum
density at expansion joints and filling joints of width 25mm with
32 x 51mm Size of METAZEAL - FR 125 for front and rear of
columns and bottom and top of beams & slabs all as per
drawing etc, complete.
Beams 575 mm depth
Columns 550mm Wide
MARKET
RATE
··················~····
~l'Jf~fics~i.~J No. 23
lJ P.R.N.N.LTD.
70.00 Rmt 525 .................................................................................... 94.00 Rmt 225
36750.00
21150.00
~~,ING WORK - ABSTRACT BOQ
~XXI-~
l/..P.RAJKIYANIRMAN NIGAM LTD. DIAL 100
(1) (2) 89 . .,c,11,,...,,....,,,~;:::,1 ;:::,1._._._;:::,,,~,, 0,.,.4 ,_ ,..,..,
mm x 3 mm with one side fixed and the other side free with
slotted holes with backer rod fixed with stainless screws
etc., complete.
(3)
MARKET
RATE
(4) (5) (6) m
a Beams . . . ------····· ----138·:ao --~!- ··-·····---650 ·····-··89700:iio ·------·-···- ----·----·---·-·-------····-·------·-····-·-·----·-·--·-·-·-·--·-------···-··--·------·-·-·--·-··-·-·-·-·---·-- -·--·-··· .. -·---- ·--···-··-·-·-·-----... ---·-·---- .... ·-·----·-···--· - ··-·----·---·---······· ............ ..
b Columns 550mm Wide 186.00 Rm! 650 120900.00 ................. ----·--·-·--·-··········-········----·-·--·-·-·-··········-----·--------·--··-·----------·-·--·--···-····--····- -·-··--·--·-- ·-.. ·--·---···· - _,, __ _, ____ --------·--·· - -----·------·-·-···· .. ··---..
................ r'"i"O'Vl'aTI1'9"1:fl'l'a'"Yi:l'.1l"1'9'"1",W:::Oi'O'IYi"1iONrr~o·o\"'"''O''C>Vt::'r\"a''l::nr·--···-····- .............. ·-·-·· -··•-•nnHHHNHN•n•nn• ·--.. ••••••••• nn,n,n,n•-·-····"·'·-·-n .. ,--•n•n•n•••••••••n ................... ..
SO EXPANSION JOINT manufactured by Sanifield (India)
limited extruded aluminium profile self centering bar at 450
mm center to center. Moisture barrier membrane,
Elastomeric gasket, aluminium cover plate fixed with 6 mm
dia KWIK bolt with nut and washer and 6 mm dia pan head
screw at 450 mm center to.center all as per drawing etc.,
complete.- Roof to Wall
..• , ~·,. Roof to Wall- RFL C- 200········, •••. ,, .. , •. ,.__ • .•
MARKET
RATE
38.00 Rm! 1850 70300.00 •n•••-•n•n••n ••--------••-•-••-•-•--·--------·-•-----------·----- •--•n•n•n-- •----··-- --•n•n•n• ••·----·-·--·-•-••• nonn-••-••--•••nn•n•<n• .. •••n•• ..
TOTAL PART A- II 275929824
~ Kaiwalya Kumar Misra ~
A. R. E. (CiviQ lJllar Pradzsh Rajkiya Nirman Nigam Lid.
Lucknow.
SAPL
UMESH CHANDRA (A.R.E.)
U.P.R.N.N.LTD.
PART - I [STRUCTURE) - P. No. 24 BUILDING WORK - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 100),
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
................................................... DSR.2014 followed .................................................. ..
DSR 2014 Rate /SOR 2015 -SI. No. DESCRIPTION OF ITEMS 16 I DERIVED DSR (AS PER
SCH. No. QUAN TTY UNIT SOR RAW MATERIAL . RATES) Rate I AS PER MR
RATE AMOUNT (1) (2) (3) (4) (5) (6) (7)
...................................................................................................................................................................................................................................................................................................................... PART A: FINISHES ..................................................................................................................................................................... , ............................................................................................................................................... .
.. J.1 ...... FLOORING .................................................................................................................................................................................................................................................................... ..
.
F 1.1 Providing and laying Anti Skid Ceramic floor tiles of size
300x300 mm or more (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622, of
approved make, in all colours, shades, except_ White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar DERIVED
1 :4 (1 Cement : 4 Coarse sand), including pointing the joints
with white cement and matching pigments etc., complete. -
·For TOILETS (The make, Shade, pattern etc., to be
approved by Architect). -ANTI SKID CERAMIC TILES
RATE
11.40/
187
......................................................................................................................... , ....................................................................................................................................................................................... . .... .. .. .. i,.:f.1\!.X~9.9.13.. .. . .. . . . ... . .. . .. ... . ..... ... .. ......... .... .... .. .... 282.00 ... Sqm .]}?.?.:?.6.. ... .. ... 3..8.5..2.8.5.:~~
.......... <3..13.<? l:1 f-:J[:JX~9.9.13.. .. . . . .. . .. .. .. . . . . ....................... .......................... .................... ... .. !.8.6. ,QQ ... §.9.".'.. . .............. 1}(3.~:.?6. ................. 2..5..:'.'.~.2.:'.'.:!6. ................... FIRST_FLOOR ................................................................................................................................................ 170.00 ... sqm ................. 1.366.26 .............. 232264.57
................... SECOND_FLOOR .......................................................................................................................................... 186.00 ... sqm ................. 1366.26 ................ 254124.76
................... THIRD_FLOOR .................................................... · ............................................................................................. 182.00 ... sqm- ............... 1.366.26 ............... 248659.71
................... TERRACE.FLOOR ................................................................................................................................................... -- ... Sqrn_ ................ 1.366.26 ........................................ .
.......................................................................................................................................................................................................................... ................. .......................................................................... . F 1.2 Providing and laying vitrified floor tiles in different sizes with
water absorption less than 0.08% and conforming to IS :
15622, of approved make, in all colours and shades, laid on
20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), DERIVED
including grouting the joints with white cement and matching
pigments etc., complete - Size of Tile 600x600x12 mm.
(The make, Shade, pattern etc., to be approved by
Architect). - FULL BODY MATI FINISHED VITRIFIED
TILES
RATE
11.41.2/
187
.................................................................................................................................................................................................................................................................................................................
................... STILT.FLOOR .............................................................................................................................................................. -- ... Sqm ................. 141_7.40 ....................................... ..
..... . .<3..13.<?.l:1.f-:J[:)J::~9.9..13.... .. ....... .. ... .. .. . .. .. ...... . .. . . .. .......... 214.00 ... Sqm .. . ........ 11].!.::'.'9. ........... 3.9..3..3..2.3.}~
................... FIRST_FLOOR ................................................................................................................................................ 328.00 ... sqm ................. 1.41_7.40 ............... 464906.81
.................... SECOND .. FLOOR ..................................................................................................................................................... --- ... sqm ................. 141_7.40 ................................... ---
............ !.J:i.lJ31:J. . .f.~(?.9.J3................................ . ............................... --- ... Sqrn ............... 141_7.40 ................... .. .... ---
[_____ '.":'~o•______ -- --- -..... ~- -"[ ':. --- _''."-=------- ---=
UMESH CHANDRA (A.R.E.)
U. P.R.N.N.LTD
SAPL PART A [FINISHES] - P. No. 25 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
F 1.3 Providing and laying vitrified floor tiles in different sizes with
water absorption less than 0.08% and conforming to IS :
15622, of approved make, in all colours and shades, laid on
(3)
20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), DERIVED
including grouting the joints with white cement and matching RATE
pigments etc., complete - Size of Tile 600x600x12 mm. (The 11.41.2 /
make, Shade, pattern etc., to be approved by Architect).
DOUBLE CHARGED VITRIFED TILES .
187
DIAL 100
(4) (5) (6) (7)
................... STILT_FLOOR ................................................................................................................................................... 826.00 ___ Sqm ___ .............. 1417.40 ............. 1.170771.42
................... GROUND_FLOOR ....................................................................................................................................... 3066.00 ___ Sqm ___ .............. 1417.40 ............ 4345744.77
............... f..1.~§!.X~<?.<?.13................................... . ............................................................................ 156.00 __ Sqm ___ ............. !±!.!::'1.0. ............... 2..2..!.~.~.1.:?.? SECONDFLOOR 2056.00 Sqm 1417.40 2914171.96 ....................................................................................................................................................................................................................................................................................................................
................... !.f:i.lf.l:1:J. . .f:.~_<:l_<?.f.l:.. ........... ...... .............. . ................................................................................ 1424.00 ... Sqm ___ ........ .. !.'.4..1.!::'l.0. ............. 2..0..!.8..3..!.5..:~.1 . ................ !.§~13!.1:<::_§_f:\<:J.(2'3 ...................... . ...................................................................... - ___ Sqm ___ .. }±!.!::'1.0. ........................................ .
F 1.4 ProviOlng and laying vitrified floor tiles in different sizes with
water absorption less than 0.08% and conforming to IS :
15622, of approved make, in all colours and shades, laid on
20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), DERIVED
including grouting the joints with white cement and matching
pigments etc., complete - Size of Tile 1000x1000x12 mm.
(The make, Shade, pattern etc., to be approved by
Architect). - DOUBLE CHARGED VITRIFIED TILES .
RATE
11.41.4 /
187
......... .. . '3.!.l\!.X~<?.913...... ....................... ... . ... .......................... ........... ... . ..... 442.00 _Sqm ..... ... .?.?.?.Q,~! . . ... !.0.3..Q.2.~.3..:?~
.................... <3..f3.9.~.~c.>.Y~9<?.'3 .. .. ..... ............ ....... .. .. . ....................................................... 402.00 ... Sqm ___ . ............ ??.?.9.:.9..! ................. 9..3..7..0..2..~.:!~
.................... f..1.~§.!. .. f.\<?.913 ............................................................................................................................................. 382.00 ___ Sqm ___ ............. 2330.91_ ............... 890408.54
. . _'3.§<::_<:l~[:) .. f:.~(2<?.~...... ... . .. .................. . ............. . ..................... 638.00 .. Sqm_ . . ........ ??.?.Q,.9.1 ........ !:'l.8..!.!.2..2.,1.?
................... !.f:i.lf.l:l:J .. .f:.~_<:l_<?.f.l: ............................................................................................................................................ 538.00 · ___ Sqm ___ ............. ??.?.9.:.9..! ............. 1254030.87
........... ..1.:l=..f3~<::.§.f:.~<?.9f.l:........................... .. . ................... ................ .. ........ ... .... . ........... - ___ Sqm ___ .............. ??.?.Q,?! .................................... .
F 1.5 Providing and laying Vitrified tiles in different sizes, with
water absorption less than 0.08 % and conforming to I.S.
15622, of approved make, in all colours & shade, in skirting,
riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 DERIVED
cement: 3 coarse sand), including grouting the joint with
white cement & matching pigments etc. complete. ' Size of
Tile 600x600x12 mm. (The make, Shade, pattern etc., to be
approved by Architect). - 150mm HEIGHT - FULL BODY
MATT FINISHED VITRIFIED TILES
RATE
11.46.2/
188
............. _'3.!._1~!._f:.~<?.9f.l:........ . . . . . . . . . ... ........... . ............ . .................................... --- .. Sqm __ ........ !±.1.1.,.5..3. ............................ .
................... . <3.13.9..~.~.c:>.Y~9<?..f3 ....................................................................................................................... 14.00 ... Sqm ___ .............. 1.:1:.1.1.,.5..3. .................... 19761.44
.................... f..1.~§.!...f:.~<:l_<?.f.l: ............................................................................................................................................... 32.00 ... Sqm ................. 141_ 1_ .53_ .................. 45169 .01_
................... SECOND_FLOOR ..................................................................................................................................................... ·.- ___ Sqm ___ .............. 1411_.53 ........................................ .
........... !.f:ilf.l:l:J .. f..~_<:l_<?.f.l: ..................... ..... ........ ........................ . -- _Sqm_ .!'.4.!1,5.3... .. . .... . TERRACE FLOOR --- Sqm 1411.53 ................... ················································································································································· ......................... ······················;:; ................................................... ·········································
······················~····································.····································································n97·····.~·······························································
Kaiwalya Kumar Misra . UMESH CHANDRA h..,-
. . A. R. E. (Civiij (A.R.E.J Vt;.,, Przc:2,h R,si\ivs /,lirmon Niaam Ltd. U.P.R.N.N.LTD
l:L~;\;·,·;'~~', o~:.. ' ~ . I •
SAPL PART A [FINISHES] - P. No. 26
~ -3!l41ffiq
~,f '\!'ITT[
~XXI-Br·-
ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
F 1.6 Providing and laying Vitrified tiles in different sizes, with
water absorption less than 0.08 % and conforming to I.S.
15622, of approved make, in all colours & shade, in skirting,
(3)
riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 DERIVED
_cement: 3 coarse sand), including grouting the joint with
white cement & matching pigments etc. complete. - Size of
Tile 600x600x12 mm. (The make, Shade, pattern etc., to be
approved by Architect). - 150mm HEIGHT - DOUBLE
CHARGED VITRIFIED TILES
RATE
11.46.2/
188
DIAL 100
(4) (5) (6) (7)
................... _:,.:r.1_~!..Y~<?.<?.13 ...................................................................................................................................................... 48.00 ... Sqm ................. 1411_.53 .................. 67753.52
.................... <3..13<:J.1.J..f:1.c:>.Y~<?.9..13 .................................................................................................................................... 62.00 ... Sqm ................. 1.:1:!!.:!i~ ................... 87514.96
.................... f..!13~.!. .. f.\QQl3 ..................................................................................................................................................... 20.00 ... Sqm .................. 1.:J:.1 .. 1_:!i.3. ................... 28230.63
... ... .. . .... _:,.l':_<::_c:>f:1.c:> .. ~~9.9..13...................... .... ..... .. ....... ... ..... ............ .. . .. ............................................................. 64.00 ... Sqm ................ !.:J:1 .. 1.,.5..3. .................. 90338.03
.................. I.!:J.1131?..f::.~(_).<J..13 ............................................................................................................................................. 56.00 ... sqm ... .............. !.'.1:!.!.:.5..3. ................... 79045. 77 TERRACE FLOOR --- Sqm 1411.53 ......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. ................................. ........................................ . F 1.7 Providing and laying Vitrified tiles in different sizes, with
water absorption less than 0.08 % and conforming to I.S.
15622, of approved make, in all colours & shade, in skirting,
riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 DERIVED
cement: 3 coarse sand), including grouting the joint with
white cement & matching pigments etc. complete. - Size of
Tile 1000x1000x12 mm. (The make, Shade, pattern etc., to
be approved by Architect). - 150mm HEIGHT - DOUBLE
CHARGED VITRIFIED TILES
RATE
11.46.2 I 188
.................... ?.:f.l\!..f.:.~QQl3............................................................................................ .. . .. . ........................................ 36.00 ... Sqm ................. ?.9.?.!.:.2..?. ................... ~.3..7..7..~.:!.~
.................... <3..139.1.J..f:ll?..Y~<?.9..f:(.............................................. .................................................... .......... . ................... 32.00 ... Sqm ............. ?.9.?.!.:3.?. . J:1.1.!.Q.:~~
.................... f..1.f3§.!...f.~QQl3. . .- .................................................................................................................................... 32.00 ___ Sqm... J9.?.!.}.?. ................ J.:1.:1.7..0..:~~
................... ?.§.<::_(_)_f:l_c:> .. ~.l.99..13 ........................................................................................................................................... 52.00 .. _Sqm ................ 2327.22 ................ 121015.19
............... J~l_ll3i:J..f::.~_(_).Ql3 .......................................................................................................................................... 46.00 ... Sqm... .. .......... ?.9.?.!.:.2..2. ............... _107051_.90
................ Jl':f31_Y.1_<::_l::__F:.~QQl3................... ................... ....... ........ ... ... .. .. ....... ........ .. ....................................... -- .. Sqm.. .. ........... ?.9.?.!.:.2..2. ...................................... .
F 1.8 Providing and fixing 1st quality ceramic glazed wall tiles
conforming to IS: 15622 (thickness to be specified by the . ·
manufacturer), of approved make, in all colours, shades
except burgundy, bottle green, black of any size as DERIVED
approved by Engineer-in-Charge, in skirting, risers of steps · RA TE
and dados, over 12 mm thick bed of cement mortar 1:3 (1
cement : 3 coarse sand) and jointing with grey cement slurry
@ 3.3kg per sqm, including pointing in white cement mixed
with pigment of matching shade complete .
11.36 I
186
................... . ?.!..l~!..f.:.~QQl3 ................................................................................................................................................... 508.00 ... Sqm .................... 81_7 .40 ............... 415238.25
................... <3..f3.9.l!.f:l.c:> .. ~~9.9..f3 ........................................................................................................................................ 342.00 ... Sqm .................... 81_7.40 ............... 279550.16
.................... f..l.f3~.!..f.:.~.QQl3................. ............................................. .. ............................................................................. 340.00 ... Sqm ................... 81_7.40 ............... 277915.36
................... SECOND .. FLOOR ........................................................................................................................................ 342.00 ... Sqm .................... 81_7.40 ............... 279550.16
................... THIRD_FLOOR_,,,,,, ...................................................................................................................................... 324.00 ... sqm .................... 81_7.40 ............... 264836.99
I TERRACE FLOOR --- Sqm 817.40 ---
........ .... '""'th"~ ...... .. ~---··· .~··· .. ... ...... ..... . ........
SAPL
K' ~ ~ aiwalya Kumar Misra UME ,. AR. E. (Civil) SH CHANDRA
l){,ar Pradesh Rajkiya Nirman Nigam Ltd. (A.R.E ) Lucknow. U.P.R.N.N.LTD .
PART A [FINISHES] - P. No. 27
~ 'll'i<IR<l<I ~ ,TlITTf
~ XXI- '"'''+'·
ABSTRACT BOQ
U.P. RAJK!YA NIRMAN NIGAM LTD.
(1) (2) (3)
F 1.9 18mm Thick Polished Granite:
Providing and laying Pre Polished finish Granite stone
flooring in required design and patterns, in linear as well as
curvi linear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 DERIVED
mm (average} thick.base of cement mortar 1:4 (1 cement: 4 RATE-
coarse sand} laid and jointed with cement slurry and
pointing with white cement slurry admixed with pigment of
matching shade including rubbing, curing and polishing etc.
all complete as specified and as directed by the Engineerin
Charge: -
11.261
587
DIAL 100
(4} (5) (6) (7)
.................... ~:f..1.~!..Y~<?.9.13 ................................................................................................................................................. 77 4.00 ... Sqm ................. ?.'.l.~?.:.0..0. .............. !.9..3..?.ll.!.8..:9.9. ............... <3..13<:>.lJ.t:!.c:>.Y~<?.9..~...... ... . . . .. ...... .... .. .... ............. ........ ..... . ................... 40.00 .. Sqm __ ......... ?.'.l.~?.:.0..0. ............. 9.9..8..8..0.:9.9. ................... .F..1.~~.::r:..F..~9.9.13 ....................................................................................................... ························· ............... 40.00 ... sqm ................. ?.'.l.~?.:.0..0. ................... 99880.00 .... .. .. ~§1::.<J..t:i.c:> .. .F.~QQ~................... ....... ....................................... ......... .. .. .. . .. .. 40.00 __ Sqm ....... .. ?.'.\.~!.:.0..0. ........ . ... 9.9..8..8..0..,QQ ................ I.1:1.1131?. . .F..~9..<?.13....................................... . ..................................................................... 40.00 ... sqm ................ .?.'.l.~?.:.0..0. ............. 9.9.8..8..0..,QQ ................. I.l=.~13J.1:<::§f'.~9.9.13... .. ........... . .. ................................................................................................ - ... sqm_.. ?.'.l.~?.:.0..0.
F 1.10 POLISHED STONE slabs 18 mm thick in risers of steps,
skirting, dado and pillars laid on 12 mm (average} thick DERIVED
cement mortar 1:3 (1 cement: 3 coarse sand} and jointed RATE-
with grey cement slurry mixed with pigment to match the
shade of the slabs, including rubbing and polishing
complete. - 150mm HEIGHT .
11.271
186
................... . ~!.1.~!.. . .F.~9.9.13 ................................................................................................................................ 48.00 ... sqm ................. ?.'.l.~Q,ll.0. ................ 1.19548.80
.... .. <3..~.9..lJ..t:l.c:> .. .F.~9.9.~.................. .. . ............................................... . ... 10.00 .. sqm ............ ?.'.l.~Q,ll.0. ................ ?.~.9..0..ll.:9.9. .................... F..1!3~.!. .. F..~<::><::>13 ...................................................................................................................................................... 10.00 ... Sqm ............. .?.'.\.~Q,.6..0. . .. . .31.9..0..13.,QQ .................... ~§<::_<:lt:!_c:>.f'.~<::>c:Jl3 .. ................................... .. . .............................................................. 12.00 ... Sqm... .... ..?.'.\.~Q:.6..0. .......... ..?9..8..8.7..:?.9. ................... THIRD_FLOOR .................................................................................................................................................... 12.oo ... sqm ................ 2490.60 .................. 29887.20
................... ::r:1=..~.~l::.§..f..~9.9.13 .............................................................................................................................................. - ... sqm ................. 2490.60 · ...................................... ..
F 1.11 18mm Thick Polished Granite:
Providing and laying Pre Polished finish Granite stone
flooring in required design and patterns, in linear as well as
curvi linear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 DERIVED
mm (average} thick base of cement mortar 1:4 (1 cement: 4 RATE
coarse sand} laid and jointed with cement slurry and 11.26 /
pointing with white cement slurry admixed with pigment of
matching shade including rubbing, curing and polishing etc.
all complete as specified and as directed by the Engineerin
Charge : - FOR TREADS
587
................... STILT .. FLOOR ................................................................................................................................................. 172.00 ... sqm ................. 2497.00 ............... 429484.00
................... GROUND .. FLOOR ........................................................................................................................................... 35.00 ... Sqm ................. 2497.00 .................. 87395.00
.................... F..l.~~!...f..~<::>c:Ji3 .. ................................... . ........................................................................... 35.00 .. _Sqm_.. . .. .... ?.'.\.~!.:.0..0. . ... . .. 8.7..~.9..5..:9.9.
.................... ~§<::.<:Jt:ic:> !:~c:J<:lF\ .... .. .......... ... . . . .................................................... 35.00 ... Sqm ................. ?.'.\.~!.:.0..0. .................... 8.7..~.9..5..:QQ
................... I.1:11131:J .. !:.~.9..<?.13 ................................................................................................................................................ 35.00 ... sqm ................. ?.'.l.~?.,.0..0.. .. ...... 8..7..3..9..5..:9.9. J§~~i::.§.!:~9.c:Ji3..... .. .... ..................... . . . ..... --- . Sqm_ .... .?.'.\.~!.:.0..0. .................. . ....................................................... 2 ...................................................................................................................................................................................................................................... .
K . ~ a1warya .. A R u~r Misra UMESH CHANDR
~· --E~ A .. 0r Pradesh Rajkiya Ninnan Nigam Lt" r' P IA.RE.)
'k "- ,PMNr·rD .~UC now. · · · · -~ .
SAPL PART A [FINISHES] " P. No. 28
~ .f\q1{'<14
~ ,!lITTI ~ XXl-<'17'~
ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
F 1.12 POLISHED STONE slabs 18 mm thick in risers of steps,
skirting, dado and pillars laid on 12 mm (average) thick DERIVED·
cement mortar 1:3 (1 cement: 3 coarse sand) and jointed RATE_
with grey cement slurry mixed with pigment to match the
shade of the slabs, including rubbing and polishing
complete. - 150mm HEIGHT .
11.27 I
588
DIALIOO
(4) (5) (6) (7)
.......................................................................................................................................................... , ......................................................................................................................................................... ..
................... STIL T_.FLOOR ..................................................................................................................................................... 86.00 ... sqm .................. 2490.60 ................ 2..!.~.!.9..!.:~9 GROUND FLOOR 18.00 Sqm 2490.60 44830.80 ................... !'···· ............................................................................................................................................................................................................................................................................................ .
.................. FIRST _FLOOR ...................................................................................................................................................... 18.00 ... sqm ................. 2490.60 .................. 44830.80
................... SECOND .. FLOOR .............................................................................................................................................. 18.00 ... Sqm ................. ?.'.\.~9:.6..0. .................... ~.1.fl.3..Q.,6.9
................... THIRD_FLOOR .................................................................................................................................................. 18.00 ... Sqm ................. ?.'.\.~9:6..0. ................... :l:l.fl.3._()_,6.9
................... TERRACE.FLOOR ................................................................................................................................................... -- ___ Sqm_ ................ ?.'.\.~Q,6..0. ........................................ ..
.......................................................................................................................................................................................................................... ................. ..... .................................................................. .. F 1.13 Extra for pre finished nosing in treads of steps of Kata DER.iVED
stone/ sand stone slab I Granite slab. RATE
11.31 I
..................... 186 ....................................... . STILT FLOOR 614.00 Rmt 62.20 38190.80 ...................................................................................................................................................................................................................................................................................................................... GROUND FLOOR 176.00 Rmt 62.20 10947.20 ...................................................................................................................................................................................................................................................................................................................... FIRST FLOOR 168.00 Rmt 62.20 10449.60 ...................................................................................................................................................................................................................................................................................................................... SECOND FLOOR 172.00 Rmt 62.20 10698.40 .......................................................................................................................................................................................................................... ' .......................................................................................... .
....... Jr.1113:1!..!:~9.<?.13:......................... . '''"'''"'"' . ........... !?..0..:99 .. 13.".'.'t ........... El.?-?.9 ......... !.0..5.?.:1.:99 TERRACE FLOOR -- Rmt 62.20 ......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. .......................................................................... . F 1.14 POLISHED Granite STONE 18 mm thick in risers of steps,
skirting, dado and pillars laid on 12 mm (average) thick DERIVED
cement mortar 1:3 (1 cement: 3 coarse sand) and jointed RATE_
with g,ey cement slurry mixed with pigment to match the
shade of the slabs, including rubbing and polishing
complete. for LIFT & WALL CLADDING -
11.27/
588
......................................................................................................................................................................................................................................................................................................................
................... STILT_ FLOOR ...................................................................................................................................................... 25.00 ... sqm ................. 2490.60 .................. 62265.00
................... GROUND FLOOR ............................................................................................................................................. 25.00 ... sqm_ ............... 2490.60 .................. 62265.00
.................. FIRST_FLOOR ..................................................................................................................................................... 25.00 ... sqm ................. 2490.60 .................. 62265.00
................... SECOND __ FLOOR ............................................................................................................................................. 25.00 ... sqm ................ 2490.60 .................. 62265.00
................... THIRD_FLOOR ................................................................................................................................................ 25.00 ... sqm .. · .............. 2490.60 ................... 6..2..2..6..5..:99
................ ::r:E.:.13~_<::_§ .. F.\'?.9.13:................. . ........................................................................................... - ... sqm ................. 2490.60 .................................. .
.......................................................................................................................................................................................................................... ................. ......................................................................... .. F 1. 15 1 Bmm Thick Polished Granite:
Providing and laying Pre Polished finish Granite stone
flooring in required design and patterns, in linear as well as
curvi linear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20
mm (average)thick base of cement mortar 1:4 (1 cement: 4 DERIVED
coarse sand) laid and jointed with cement slurry and RA TE -
pointing with white cement slurry admixed with pigment of 11 ·261
587
38.00 Sqm 2497.00 94886.00
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
F 1.16 18mm Thick Polished Granite:
Providing and laying Pre Polished finish Granite stone
flooring in required design and patterns, in linear as well as
curvi linear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 DERIVED
mm (average) thick base of cement mortar 1:4 (1 cement: 4 RATE_
coarse sand) laid and jointed with cement slurry and 11.26 I
pointing with white cement slurry admixed with pigment of 587
matching shade including rubbing, curing and polishing etc.
all complete as specified and as directed by the Engineerin
Charge : - 100mm WIDE DOOR THRUSHOLD IN SINGLE
PIECE.
F 1.17 Providing and fixing 18 mm thick gang saw cut, mirror
polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills , facias and
similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 DERIVED
cement : 4 coarse sand), joints treated with white cement, RATE
mixed with matching pigment, epoxy touch ups, including [8.2.2.2 I
rubbing, curing, moulding and polishing to edges to give 128]
high gloss finish etc. complete at all levels.- Granite of any
colour and shade - ArP.a of slab over 0.50 sqm
DIAL 100
(4) (5) (6) (7)
1.00 Sqm 2497.00 2497.00
.................... !3.!1~!..f.\QQl3.:.... .. . . ... .. . . .............................................................................................. 18.00 ___ Sqm ........... ?.~'.1:!.::7..5. .................... 5..!.?.5..9..:?.9
.................... <3..f3Q.lJ._1':J.°-:. ~~<?.<?13.:... . ... .. .. .. ... . .. .. ... ...... . ... .. .. . ................... 28. 00 ... Sqm ... . ............. ?.~'.l.!:?..5.. . ......... _..! 9..7._:,?..:99
.................... f..113?..!..f..~c::>c::>!3_: _____________________________________________________________________________________________ ........................................ 22.00 ___ Sqm ___ ............. ?.~'.l.!:.7..5. ................... 62650.50
................... _!3.5_C::c:lt":J.IJ.. ~~c::>c::>_f3 __ :___ .. . . ................................................................................................ 26.00 ___ Sqm ___ .............. ?.~'.\.!:.!?.. .... ..... .J:1().:1.!.:?.9
............... I.l:i.ll3Qf.:~Q.Ql3:_: .. .. . .......................................................... 24.00 _Sqm. . ........ ?.~'.l.!:?..5. .. . .. ·--~-~}:l.~:9Q
F 1.18 Extra for providing opening of required size & shape for
wash basin/ kitchen sink in kitchen platform, vanity counter DERIVED
and similar location in marble/ Granite/stone work, including RA TE
necessary holes for pillar taps etc. including moulding,
rubbing and polishing of cut edges etc. complete. [8.5 /
128]
STILT FLOOR 18.00 Each 318.62 5735.10 ...................................................................................................................................................................................................................................................................................................................... GROUND FLOOR 25.00 Each 318.62 7965.42 ...................................................................................................................................................................................................................................................................................................................... FIRST FLOOR 15.00 Each 318.62 4779.25 ...................................................................................................................................................................................................................................................................................................................... SECOND FLOOR 20.00 Each 318.62 6372.33 ...................................................................................................................................................................................................................................................................................................................... THIRD FLOOR 12.00 Each 318.62 3823.40 --- __ ]__ ___ :;:~~;::···-----------------~-------- t• ---------- ------ ----
A R. E. (Civil) Ultar Pradesh Rajkiya Nirman Nigam Ltd.
Lucknow.
SAPL PART A [FINISHES] - P. No. 30 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
F 1.23 FALSE FLOORING for MASTER SERVER ROOM:
Providing and fixing removable raised/false access flooring
with system and its components of approved make for
different plenum height with possible height adjustment upto
50 mm, comprising of modular load bearing floor panels
supported on G.I. rectangular stinger frame work and G.I.
Pedestal etc. all complete, as per the architectural drawings,
as specified and as directed by Engineer-in-charge
consisting of :
a) Providing at required spacing to form modular frame
work, pedestals made out of GI tube of thickness minimum
2 mm and 25 mm outer diameter, fully welded on to the G.I.
Base plate of size 100mmx100mmx3mm at the bottom of
the pedestal tube, G.I. pedestal head of size 75mm x 75mm
x 3.5 mm welded with GI fully threaded stud 16mm outer
diameter with two GI Check nuts screwed on the stud for
level adjustment upto 50mm, locking and stabilizing the
pedestal head in position at the required level. The
pedestals shall be fixed to the subfloor (base) through base
plate using epoxy based adhesive of approved make or the
machine screw with rawl plug .
DIAL100
(3) (4) (5) (6) (7)
.......................... , ......................................................................................................................................................................................................................................................................................... .. b) Stringers system in all steel construction hot dipped
galvanized of rectangular size 570x20x30x0.80mm thick
having holes at both ends for securing the stringers on to .
the pedestal head using fully threaded screws. ensuring .
maximum lateral stability in all directions, the grid formed by
the pedestal and stringer assembly shall receive the floor
panel, this system shall provide adequate solid, rigid
support for access floor panel, the system shall provide a
minimum clear uninterrupted clearance between the bottom
of the floor for electrical conduits and wiring etc. all
complete as per the architectural drawings, as specified and
as directed by the Engineer-in-charge . .......................................................................................................................................................................................................................... ................. ......................................................................... ..
~ Kaiwalya Kumar Misra
A. R. E. (CiviQ . Ut!ar Pradesh Rajkiya Nirman Nigam ~«!.
Lucknow.
SAPL
~ UMESH CHANDRA
(A.R.E.) U.P.R.N.N.LTD
PART A [FINISHES] - P. No. 31 ABSTRACT BOQ
U.P. RAJl(IYA NIRMAN NIGAM LTD.
(1) (2)
c) Providing and fixing Access Floor panel of 600x600x32
mm medium grade Filled Steel anti static high pressure
Lamination of 800H grade {FS800H). Access Floor panel
shall be steel welded construction with an enclosed bottom
pan· with uniform pattern of 64 hemispherical cones. The top
and bottom plates of Steel Gauges: top 0.6 mm and bottom
0.7 mm fused spot welded together {minimum 64 welds in
each dome and 20 welds along each flange). The panel
should be Corroresist epoxy coated
for lifetime rust protection and cavity formed by the top and
bottom plate is filled with Pyrogrip noncombustible
Portland cementitious core mixed with lightweight foaming
compound. The access floor shall be factory finished with
Anti-static High Pressure laminate with Non Warp
technology upto 1 mm thickness for superior adhesion and
Surface flatness within 0.75mm.The panel is to withstand a
Ccncentrated Load of 363 kgs applied on area 25mm x
25mm without collapse in the centre of the
panel which is placed on four steel blocks. The panel will
withstand and Uniformly Distributed Load {UDL) minimum
1250 kg/sqm and an impact load of 50kg all complete as per
the approved manufacturers specification and as per the .
direction of Engineer-in-charge.
(3)
All specification must be printed on the side of the panel to DERIVED .
ensure the quality of the product. - 450 mm Finished Floor RA TE
Height {FFH). [11.54.2 /
128]
DIAL 100
(4) (5) (6) (7)
................... STILT. FLOOR ...................................................................................................................................................... 78.00 ... Sqm ... ............ }~?.~.:!..0. ................. 3..9.9..0..!.2..:?.9.
................... GROUND .. FLOOR ............................................................................................................................................. 60.00 ... sqm ... ............. }~?.!.:.!.O. ................. 2..?.!.7..0..2..:9.9.
................... FIRST.FLOOR ............................................................................................................................................... : .......... -- ... Sqm ................. 9.~?.~.:.7..0. ......................................... .
................. SECOND .. FLOOR .............................................................................................................................................. 32.00 ... sqm ... ............. }~?.~.:!..O. ................. !.2..~.7..7.'.'.:'.l.9.
................... THIRD.FLOOR .................................................................................................................................................... 30.00 ... sqm ................. 3961 .. 70 ................ 1.18851.00
................... TERRACE.FLOOR ................................................................................................................................................... -- ... Sqm ................. 3961_.70 ................................. ---
F 1.24 Providing and laying C.C. pavement of mix M-25 with ready
mixed concrete from batching plant. The ready mixed
concrete shall be laid and finished with screed board
vibrator , vacuum dewatering process and finally finishedby
floating, brooming wtth wire brush etc. complete as per DERIVED
specifications and directions of Engineer-incharge. {The· RATE
panel shuttering work shall be paid for separately). {Note:-· 16. 75 I
Cement content considered in this item is @ 330 kg/cum. 268
Excess/ less cement used as per design mix is payable/
recoverable separately). - for Parking & Driveway.
Stilt Floor 250.00 Cum 8121.35 2030337.50
............................................... ~ ........................... ·";;:::_?57 .............. ) .. , ............................................ . ,_,, UMEs ry c: i
Kaiwa a Ku"'" M' H CHANDRA 1JU1R J:-- . A .. iar tSra ! .. ~,"1q
Ultar Pradesh R~·E. (~ivi~ U.P.R.N.N.LiJjR.E.J ==' ~ >nm'r ..., 1ya N1rman Nigam Ll!! . ""''" xx, .. ~ Lucknow.
SAPL PART A [FINISHES] - P. No. 32 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
F 1.25 Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate) finished with a floating coat of DERIVED
neat cement, including cement slurry, but excluding the cost RATE of nosing of steps etc. complete. - 40 mm thick with 20 mm
11.3.1 & nominal size stone aggregate
.Extra for making chequers of approved pattern on cement
concrete floors, sieps, landing, pavements etc .
11.8 I
182
DIAL 100
(4) (5) (6) (7)
.......................................................................................................................................................................................................................... ................. .......................................................................... .
................... STILT.FLOOR ................................................................................................................................................. 576.00 ___ Sqm ___ ................ 428.37 ............... 246741_.12
................... GROUND_ FLOOR ........................................................................................................................................ 1.104.00 ... sqm __ , ................ 428.37 .............. 472920.48
.· ................. FIRST.FLOOR ............................................................................................................................................................. --- ... Sqm ................... 428.37 ................................... ---··················· SECOND __ FLOOR .......................................................................................................................................... 764.00 ... Sqm ................... 428.37 ............... 327274.68 ................... THIRD.FLOOR ................................................................................................................................................. 240.00 ... sqm ................... 428.37 ................ 102808.80 ................... !.l=..~13':'C::§.F.:~9.'213......... .................................... . .............................. . . ...................................... --- ... sqm ................... 428.37 ................................... ---
.................................................................................................................................................................................................................................................................................................................... F 1.26 Providing Expansion joint all as per drawing , consists of
joint filler board ( Supreme board 20mm thick and 75 mm
depth) Filler boards shall be positioned vertically along the
line of joint, the adjacent slab shall be completely separated MARKET
from each other space around dowel bars expansion joints
of size 20 mm x 30mm , depth to be filled with polysulphyde sealant etc., complete .
RATE 100.00 Rmt 150.00 15000.00
.......................................................................................................................................................................................................................... 1 .......................................................................................... .. F 1.27 Cutting Grooves of size 6 mm x 10 mm for construction .
joints by concrete cutting machine as per drawing.
Construction joints shall be cut as soon as the concrete nas
under gone initial setting and is hard enough to take the MARKET
load of concrete cutting machine with out causing damage RATE
to the pavement. The joints shall be sealed with polysulphyde sealant etc., complete .
1194.00 Rmt 145.00 173130.00
................................................................................................................................................................................................................ ........ ................. .......................................................................... .
.......................................................................................................................................................................................................................... ................. .......................................................................... . F 1.28 Providing and laying FLOOR GUARD PROTECTION
SHEETs of 3mm thickness with overlap and joints sealed
.with adhesive tape all as per manufacturer instructions, etc.,
complete at all levels. The Sheet should fulfill the follwing parameters.
1. Grams I Square meter - Minimum 200 & Maximum 300.
2. Thickness: 3mm (Tolerance± 5%)
3. Width: 1.50 meters (Tolerance± 5%)
4. Length: 10 meters (Tolerance± 5%)
5. Abrasion resistant.
MARKET
RATE 12763.00 Sqm 75.00 957225.00
................... , ............................................................................................................................................................................................................................................................................................... .
.......................................................................................................................................................................................................................... ................. .......................................................................... . PF 2 PAINTING AND FINISHES .....................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................ . ............................................................................................................. . PF 2.1 Providing and painting with two or more coats of Renova or
equivalent synthetic plaster over a coat of primer of
approved colour all as per manufacturers instructions and MARKET directions including scaffolding etc., complete at all levels.
(The Colour, Shade, pattern etc., to be approved by Architect).
RATE 6840.00 Sqm 350.00 2394000.00
r,
/
::::::::::::::::::::::::::::::::::::::{~ .. -.. · .. ·· .. · .. · ...... · .... · .... ·· Liiiiis;;·~~..... ;:;·~7;:'.·2::. :~;·~~~ ..................................................................... .. Kaiwa(:Kumar Mis CHANDRA ~~ lflITT'r
SAPL
""' n A. R. E. (Civin ra U,PRN N r !A.R.£.J xx1- m;r.ra; w.afrfa(ioshR 'k' . 'I ., ·-TD
' ··9 aJ ryaNJTmanNigamLtd. PART A [FINISHES]°- P. No. 33
Lucknow. ABSTRACT BOQ
U.P. RAJK!YA NIRMAN NIGAM LTD. .
(1) (2)
PF 2.2 Wall painting with premium acrylic emulsion paint of interior
grade, having VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of approved brand and
manufacture, including applying additional coats wherever
(3)
required to a.chieve even shade and colour. Applying DERIVED RATE priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound) 13.85.3 + content - With water thinnable cement primer on wall 13-83.2 I
surface having VOC content less than 50 grams/litre - -
CEILING - SLAB, BEAM, COLUMN & WAIST SLAB
223
DIAL 100
(4) (5) (6) (7)
................. .!3.\.ilty19.9.r.......... . . ............................................................................................................... 4800.00 ... Sqm ................ . ~QQ,.0..~ ............... 480192.00
................... Ground_Floor .................................................................................................................................................. 5044.00 ... Sqm .................... 100.04 ............... 504601 .. 76 ··················· .F..ir_~!X.lll_Cl.f.................................................................................................................. . ............................... 1248.00 ... sqm __ ................. 100.04 ................. 124849.92
Second Floor 3942.00 Sqm 100.04 394357.68
Third ·~,o".(...................................................................... . ............................. 2788.00 ... sqm ................... 1QQ,.0.1 ................. 2..7..~.9..!.!.:?.?. ................... Terrace_Floor ....................................................................................................................................................... 96.00 ... sqm ..................... 1QQ,.0.1 ....................... 9..!l_<l_3..:?'.'.
PF 2.3 Wall painting with prnmium acrylic emulsion paint of interior
grade, having VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of approved brand and
manufacture, including applyiilg additional coats wherever
required to achieve even shade and colour. Applying DERIVED RATE priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound ) 13-83.2 +
content - With water thinnable cement primer on wall 13.85.3 I
surface having VOC content less than 50 grams/litre 223
INTERNAL PLASTERING .
................... STILT __ FLOOR ............................................................................................................................................... 4078.00 ... Sqm ___ ................. 1.00.04 ............... 407963.12
.................. GROUND_ FLOOR ....................................................................................................................................... 4202.00 ... sqm .................... 100.04 ............... 420368.08
................... FIRST.FLOOR .............................................................................................................................................. 4024.00 ... Sqm .................... 100.04_ ............... 402560.96
................... SECOND .FLOOR ....................................................................................................................................... 2244.00 ... Sqm .................... ~QQ,.0.1 ................. 2..2..~.~.8..9..:!.IJ.
................... THIRD_FLOOR .......................................................................................................................................... 2012.00 ___ Sqm ................... ~QQ,.0.1 ................. 2..9.!.2..8..0..:'.'.?
................... TERRACE_FLOOR ....................................................................................................................................... 138.00 ... Sqm ................... ~QQ,.0.1 .................... !.3..8..<l.5..:?.?.
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over DERIVED
the plastered wall surface to prepare the surface even and RA TE
smooth complete. (same as internal wall painting) 13.80 I
223
.................... STILT. FLOOR ............................................................................................................................................. 4078.00 ... sqm ....................... 8..2..:?IJ. .............. }?.?.'.1.5.IJ.:.?.~
................... GROIJND __ FLOOR .................................................................................................................................... 4202.00 ... Sqm ....................... ~?.:.2..6. ................. 3..~.5..6..5..!l.,,i?.
................... FIRST.FLOOR ........................................................................................................................................... 4024.00 ... Sqm ....................... ??.:.2..6. ................ ?3..!.9.!.'.1.:?.'.'. ..... SECOND __ FLOOR .................................................................................................................................... 2244.00 ... Sqm ....................... 82.26_ ................ !?.~.5.IJ..1.:.1'.'.
.................. I.l:i.113:P..E.~.<?.9.13:........................................................................ . ................ 2012 .. 00 ... sqm ..................... 82.26 ................ 165507.12
................... ::f.§~131.':<_;_§.F..~9.9.13:.... ....... .. .. ......... ........ . .................................................. 138.00 ... Sqm ....................... ~?.:.2..6.. ...... .!!?5..!:?? , ············· .................... ·v_y····· .................... .......... ..... .. . .... . . ..... ("' ........ ···························· ··················· K . UMESH CH w a1walya Kumar M' - ANDRA ~ i\o
A R E (c· . /Sra (A.R E J ~rr,qrr.1,=-1~cr
Ul!arPrad~shRajkiy~N_ivio . U.P.R.N.N.LTD . . ~r:fll'ITT) Luckno~~man N1gam Lt<i . xx,. ~
SAPL PART A [FINISHES] - P. No. 34 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
PF 2.4 Distempering with oil bound washable distemper of DERIVED
approved brand and manufacture to give an even shade : RA TE
New work (two or more coats) over and including water 13
.41
_11
.
tinnable priming coat with cem<ant primer 217
.................. §.!.l~!X~<?.9.13 .................................................................................................................................. 580.00 ___ Sqm ___ ................. ~?.::!:! ................... :1.7..?..!.5..:?.9.
........ . ..... <3..~<:JIJ..~[:) _F.~QQ.f:!.............. .............. .... .... .. ....... . ......................... ........... . . ...... 625.00 .. Sqm__ .............. ~?.::!:! ........... ..... 5.!.5.?.!5.:9.9.
............. . .. .f:.!13§!.F.\9.Qf.'......... . ..... .. . ... ....... .. .. . ....... . ...... .. ... .... .. . . .................... .. . ...... 630.00 ... Sqm ___ .................... ~?.::!:! ........ .... 5.!.?}!:?.9. .......... . .?.§.~_<:)-~[:) f:,~QC:>.f:!..... ................................. ........... ................ .............. . .. 660.00 Sqm_ .......... ~?.::1:1 ............. 5.:1.:1.!()::4.9.
.......... .J~_ll3l?..f:.~(?Qf.'.................................... ...... .. .................................. ................ . ..... 605.00 Sqm ............. ~?.::1:1 ................. :19..?..7..ll.?.Q
................... I.§.f:!13:'1:<::.E=.. F:,~9.9.13. .......... .. .... . ... . . ......... . ... .. . ....... . ............................................................ 120. 00 ... Sq m ... . ........... ~?.::1:1 ...................... 9..!l_!l.2.,~9.
PF 2.5 Painting with synthetic enamel paint of approved brand and DERIVED
manufacture to give an even shade: -Two or more coats on RATE
new work 13.61.1 I
················································································· ...................................................................................... 221 .................................................................................... . ................. :f.tU..~'3..Y.v.g_r.k................................................................................................. .... . .................. 1150.00 ___ Sqm ___ .................... 9.?.:.6..2. . ................ !.!?..?.?.3..:9.9.
....... Pergolas 3570.00 ___ Sqm __ ................ 9.!.:.6..2. ................. 3..:l.8._!>_03.40
................... Purlins .................................................................................................................................................................... 560.00 ___ Sqm ___ .................... 9.?.:.6..2. ................... 54667.20
................... Staircase_ Railings .......................................................................................................................................... 244.00 ___ Sqm ___ .................... 9.?.:?.?.. ................... 2..3..?..!.9..:?.~
................... _<3._rill __ '!Yg_r_k.... ........... . ... . .. ........ .. .. ..... ....... ...... ............. . ................................................................... 520.00 ... Sqm ___ ................... .9.!:.6..2. .................. 5..Q.7..ll.2..::4.9.
.................... ?.!~.~-1 _ _129.9.r.~ ...................................................................................................................................................... 160.00 ... Sqm ___ .................... 9.?.:.6..2. ......... . 15619.20
MT 3 MODULAR TOILETS
"Mr·3·_·1 .. MODlJCAR""P;tliR"f"l'I'IONS .. r·o· rt11cc··,·~5:······· ........................................... ............................................................................................................................................... .
MODULAR CUBICLES : Providing & Fixing L-Shaped
Modular Toilet pa11itions-uf MERINO or equivalent make as MARKET
per the detailed drwg. Code - MERINO TITAN or RA TE
Equivalent, STANDARD SERIES as per the details. -
................................................................................................................................................................................................................................................................................................................. MODLE TYPE - MERINO TITAN or EQUIVALENT 12mm
................... STANDARD.SERIES ............................................................................................................................................................................................................................................... . Thickness of Compact Laminate : 12 mm Thick
···················color ofHPL.Boards·:·Merino"orEquivalenfin ·single colour I······················································ ················· ·· .·····························
Architect approved shade as per shade card ···················size of the Cubicle·:---···· 12oomm· (Wj& "f500mm "(D)"x················· ......................................................................................................... ·········································
1980mm (H)
................... Door.Size_:_ 1750mm __ (H)_X 61_0mm_(Wl ..................................................................................................................................................................................................... . Overall Height Of Cubicle : 2000 mm (Including bottom Gap
................... of_150mm) ....................................................................................................................................................................................................................................................................... . Accessories: Standard - Merino or Equivalent Make
Stainless Steel - 304 Grade accessories.
a. SS 'U' Channel - 304 Grade
b. SS 'F' Channel - 304 Grade
c. SS Top Rail - 304 Grade
d. SS Coat Hook - 304 Grade
e. SS Privacy Thumb turn c/w Occupancy Indicator - 304
Grade.
f. SS Door Knob - 304 Grade
g. SS Hinges with Cover - 304 Grade
~-:u~:::~~~~~~ef:;;~~::: Grade <~
j. SS Screws 304 G ~ PVC Wall Plugs - 304 Grade ·~ I/ ~ -~. "' . . . ........................... \it~ .. . ······uM .. . ... . . . .......... ~ ~ "l!'fRT .... . ......... . . ......... .
Kaiwal~ Kumar Misra ES!-[ CHANDRA ~ XXI- = ,, ,,_ . , AR. E. (CiviQ U.PR ", IA.Fi.£.)
SAPL lkt, n<iCO,n Raikiya Nirm N" PART A [FII\IISHl:Sl)- P. No. 35 ABSTRACT BOQ . , an 1gam Ltd. · Lr 1,:"knn11.1
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) a). Type A - Toilet : Size 6.60 x 1.50, Five Partition and Six ·
Doors.
b ). Type B - Toilet: Size 5.75 x 1.50, Four Partitions and
Five Doors.
c). Type C - Toilet : Size 4.36 x 1.50, Three Partitions and
Four Doors.
d) Type • D - Toilet : size 3.60 x 1.50 , Two Partitions and
Three doors.
DW 4 DOORS AND WINDOWS.
DW 4.1 2Hr. FIRE RATED HOLLOW METAL DOORS: PAINTED
Providing and fixing of Hollow metal fire rated doors at all
levels from ISO 9001-2000 certified Manufacturer. Fire door
should be as per IS 3614 part-1 & part-2 and BS 476 part 2
or EN 1634. Recommended fire door shall be tested and
certified by a third party evaluation program from approved
international agency like CERTIFIRE and labled. Where·
third party evaluation is not required fire doors should be
tested at CBRI or ARAI for maximum rating of 2hrs both with
vision panel and without vision panel. Pressed Galvanized
steel Single /Double leaf door of approved make shakti met
dor or approved equivalent which consists of frame, shutter,
infill and finish as detailed below and conforming to IS 277.
Door frame shall be double rebate profile of size 143 x 57
mm made out of 1.60mm (16gauge) thick galvanized steel
sheet. Frames shall be Mitered and field assembled with
self tabs. All provision should be mortised, drilled and
tapped for receiving appropriate hardware. Rubber door
silencers should be provided on the striking jamb. Frames
should be provided with back plate bracket and anchor
fasteners for installation on a finished plastered masonry
wall opening. Once frame installed should be grouted with
cement & sand slurry necessary for fire doprs on the clear
masonry opening.
(3) (4)
DIAL 100
(5) {6} (7)
3.00 Set 72900.00· 218700.00
9.00 Set 109350.00 984150.00
2.00 Set 203900.00 407800.00
2.00 Set 203900.00 407800.00
·····································~················································ . ................. -~ "lffl.~.rcITT.'<1"(""""•··························· ·········································
Kaiwa!ya Kumar Misra UMESH CHANDRA , r _ 'a A. R. _E. (Civil) (A.R.E.J
lkia Proa_sh Rajk1ya Nirman Nmam Ltd U.P.R.N.N.LTD. Luckn ., . ow.
SAPL PART A [FINISHES) - P. No. 36
~WITT) ~XXI-~
ABSTRACT BOQ
--·"-- ,•,_,. ___ . ---· ···"'·"···. ·-- .-.. '.,., -----·----~- ., ·- ... · ...... - ... _____ .,. - ·-·· __ , __ . ··--~"--- ·- · .. - ·'," --- .... -.- ____ _;02;~ ..
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2}
Door leaf shall be 46mm thick fully flush double skin door
with or without vision lite. Door leaf shall be manufactured .
from 1.2mm (18guage) thick galvanised steel sheet. The·
internal construction of the door should be rigid
reinforcement pads for receiving appropriate hardware. The.
infill material shall be resin bonded honeycomb core. All
doors shall be factory prepped for receiving appropriate
hardware and provided with necessary reinforcement for
hinges, locks, and door closers. The edges should be
:interlocked with a bending radius of 1.4mm. For pair of
doors astragals has to be provided on the meeting stile for
both active and inactive leaf. Vision lite wherever applicable
should be provided as per manufacturers recommendation
with a beeding and screws from inside. The glass should be
6mm clear borosilicate fire rated glass of relavant rating of
the door .
(3)
DIALlQO
(4) (5) (6) (7)
.......................................................................................................................................................................................................................... ................. .......................................................................... . All doors and frames shall be finished wiln etched primer
(35 micron) coating, stove zinc phosphate primer and
thenmosetting polyurethane (35 micron) aliphatic grade paint
of approved RAL colour. The door leaf and frame shall have
passed minimum 250 hours of salt sprey test. Rate should
include supply and installation of door and hardware set as
mentioned in the door and hardware schedule as below .
....................................................................................................................................................................... ................................................. ................. .......................................................................... . (a). DT 10 - 2000x2400mm Wall openings size with VISION
PANEL as per Dwg. - 7 Nos.
The Hardware set for the Door are mentioned below:
1. stainless Steel Ball bearing butt hinges CE4330
(Guardian Make) -8 Nos
2. Mortice Sash Lock CL3501, BS55, 20 Sq.Forend inc.
Strike in SSS - 1 No
3. NMK -5670 L~70mm with Both side Key Cylinder - 1 No.
4.SAFEX PANIC EXIT DEVICE Grade II Rim Touch Pad - 2
Nos.
5. Door Closer TS68 standard Arm - 2 Nos
6. Ryobi Flush Bolt Body - 2 Nos
7. Rod 300mm for Flush Bolt (bottom)- 1 No.
8. Rod 600mm for Flush Bolt (Top) - 1 No.
9. Clear Fire Rated 6mm from SCHOTI (Pyran) of size :
300x500mm - 2 Nos.
MARKET
RATE 7.00 No
10. self Adhesive Side Roll (Cernmic Tape) for fixing the
glasses - 6.4 Rmt. (/
9. Smoke Seal clear 4888 - 11.30 Rmt V
58650.00 410550.00
8. Surface Door Bottom 970mm - 1 Nos. --~ 't, ........................................................................................................................... ......................... ........................ . ............................................................................................. . ··········· ·······················v··············· ·· · -UMEStt·cr tNr:1 · ··~ ~~"~ ······ · ········ ········ ·:·······
Kaiwalya Kumar Misra U.P.R.N N.LTD. · ~ xx1- mircra: A. R. E. (CiviQ
li, ;:,J(.;;sh Rajkiya Nirman Nigam Liil. Lucknow.
SAPL PART A [FINISHES] - P. No. 37 ABSTRACT BOQ
. .,,._:,.._ .,__ .. --·· ., " .. -·.· --- . " ..... "."·- .. -· ... ·-- .· ,·· .. _,,,-·--.··-·"·"-· ._ ....... ",' _ .. _ . ."·--~·'··--·--" -- . ____ ;2~,
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
(b). DT 03 - 1200x2100mm Wall opening size with VISION
_PANEL as per Dwg. - 13 Nos .
.The Hardware set for the Door are mentioned below:
1 . stainless Steel Ball bearing bull hinges CE4330
(Guardian Make) - 4 Nos.
2. SAFEX PANIC EXIT DEVICE Grade II Rim Touch Pad· 1
No
3. External 1185 WC Locking arrangement with Lever
handle & Euro Cylinder - 1 No.
4. Door Closer TS68 standard Arm - 1 No.
5. Clear Fire Rated 6mm from SCHOTI (Pyran) of size :
300x500mm - 1 No.
6. self Adhesive Side Roll (Ceramic Tape) for fixing the
glasses - 3.2 Rm!.
7. Surface Door Bottom 1118mm - 1 Nos.
8. Smoke Seal clear 488S - 5.80 Rm!
(c). DT 05 - 1800x2100mm Wall opening size with VISION
PANEL as per Dwg. - 11 Nos .
.The Hardware set for the Door are mentioned below:
1. stainless Steel Ball bearing butt hinges CE4330
(Guardian Make) -4 Nos.
2. Mortice Sash Loock CL3501, BS55, 20 Sq.Forend inc.
Strike in SSS - 1 No.
3. NMK -5670 L=70mm with Both side Key Cylinder -1 No.
(3)
MARKET
RATE
4. SAFEX PANIC EXIT DEVICE Grade II Rim Touch Pad - 2 MARKET
Nos. RATE 5. Door Closer TS68 standard Arm - 1 No.
6. Clear Fire Rated 6mm from SCHOTT (Pyran) of size:
300x500mm - 1 Nos
7. self Adhesive Side Roll (Ceramic Tape) for fixing the
glasses - 3.2 Rm!.
8. Surface Door Bottom 1118mm - 1 Nos.
9. Smoke Seal clear 488S - 5.80 Rmt
DIAL 100
(4) (5) (6) (7)
13.00 No 40250.00 523250.00
.
11.00 No 35000.00 385000.00
..................................................................................................................................................................................................................................................................................................................
......................................................................................................................................................................... ............................................... ................. .......................................................................... . DW 4.2 FRAMES AND TRUSSES:
Providing wood work in frames of doors, windows,
clerestory windows and other frames, wrought framed and
fixed in position with hold fast lugs or with dash fasteners of
required dia & length ( hold fast lugs or dash fastener shall
be paid for separately). - Sal wood
9.1.2 I 144
3.20 Cum 75558.60 241787.52
.....................................................................................................................................................................................................................................................................................................................
DW 4.3 Providing and fixing carbon steel galvanised ( minimum
coating 5 micron) dash fastener of 1 O mm dia double
threaded 6.8 grade (yield strength 480 N/mm2), counter
sunk head, comprising of 10 m dia polyamide PA 6 grade 10.27.5 I
sleeve, including drilling of hole in frame , concrete/ 176
I
372.00 Each 119.60 44491.20
masonry, etc. as per direction of Engineer-in-charge. - 10 x O
........... ·1·6·°--~~--- . ·,i~···· ........................................ ··~-·· ...... l···· ........................................................... . ··························K~;;~1yiit~;~~ ........................... UMESH"Cff~~°-~~-·········~~~«jq············································
U,,,. ,-•,, , ~; R. E. (CiviQ IS,a T l. ~ XXI-~ SAPL ,,,, .•• ,., t,a;l<iyR Nirm.3n PART A [FINISHES] • P. No. 38 ABSTRACT BOQ
! u1,.
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
DW 4.4 .Providing and fixing ISi marked flush door shutters .
· conforming to IS : 2202 (Part I) decorative type, core of
block board construction with frame of ·1st class hard wood
(3)
and well matched teak 3 ply veneering with vertical 9.20.1 I grains or cross bands and face veneers on both faces of 147
shutters. - 35 mm thick including ISi marked Stainless Steel
butt hinges with necessary screws
DIAL 100
(4) (5) (6) (7)
140.00 Sqm 2606.45 364903.00
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. .......................................................................... . DW 4.5 Extra for providing lipping with 2nd class teak wood battens
25 mm minimum depth on all edges of flush door shutters 9.23 I (over all area of door shutter to be measured). 148 365.85 51219.00 140.00 Sqm
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. .......................................................................... . DW 4.6 Extra for providing vision panel not exceeding 0.1 sqm in all
type of flush doors (cost of glass excluded) (overall area of 9.24.1 I door shutter to be measured): 148
139.40 16449.20 118.00 Sqm
................................................................................................................... ............................................................................................................................................ ............................................................................ ................. ......... ............................................................... . DW 4.7 Float glass panes - 5.5 mm thick glass panes
6.00 Sqm 1406.75 8440.50 ............................................................................................................................................................................ 145 ...................................................... ···········································································
9.7.7.2 /
................................................................................................................................................................................................................................................................................................................... DW 4.8 Providing and fixing wooden moulded beading to door and ·
window frames with iron screws, plugs and priming coat on 9
.40
_ 1 _2 1
unexposed surface etc. complete : 2nd class teak wood - 50 150
x20mm 328.00 M 156.85 51446.80
............................................................................................................................................................................................................ .......................................................................................................................................................................................................................... · ........................................................................................... . DW 4.9 Providing and fixing IS : 12817 _marked stainless steel butt
hinges (heavy weight) with stainless steel screws etc. 9.71.1 / complete : 125x64x2.50 mm 153
250.00 · Each 140.35 35087.50
..................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................................................................................... ................. .......................................................................... .
DW Providing and fixing Mortise Cylinder lockcase, 55mm
4.10 backset, SS matt (Hafele make - Code: 911.22.551), Euro
profile Double cylinder 35 + 35 = 70mm, NicKel Matt (Hafele DERIVED
make - Code : 916.96.016) and a pair of Euro Profile RATE
Cylinder Excutcheon press - in, SS matt (Hafele make -9
_75
_ 1 1
Code : 903.99.664) of approved quality with necessary 4291
screws etc., complete. [DERIVED FROM 9.75.1 / 429]
25.00 Each 2094.18 52354.62
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. ......................................................................... .. DW Providing and fixing aluminium extruded section body
4.11 tubular type universal hydraulic door closer (having brand
logo with ISi, IS : 3564, embossed on the body, door weight
upto 36 kg to 80 kg and door width from 701 mm to 1000
mm), with double speed adjustment with necessary
accessories and screws etc. complete . .........................................................................................................................................................
9.84 /
155
......................................................................................................................................................................................................
62.00 Each
DW Providing and fixing Pull Handle Bolt through fixing, 19 x :DERIVED
4.12 200mm centres to centre (Hafele make - Code : RATE
903.01.602), SS matt with screws etc., complete. 9
_81
_11
87.00 Each
1043.60 64703.20
636.18 55348.03
.................................................... D.~---·············································································· ..... ·····································································································
[DERIVED FROM 9.81.1 / 432] 432 ! Kaiwa!~mar Misra UMESH C DRA llrm=
SAPL
A. R. E. (CiviQ (A.R.E.) ~ ~~-0<1 • J'' 'R "k· N" N" L.,. U l'R N N '"''> "~'" e',;,c,. aJ iya irman 1gam '"' PART A [FINiSRES]""l-PDNo. 39 ~XX/-~
l.ucknow. ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
................................................. · .................................................................................................................................................................................................................................................................. .. DW Providing and fixing aluminium hanging floor door stopper,
4.13 ISi marked, anodised (anodic coating not less than grade
AC 10 as per IS : 1868) transparent or dyed to required 9.101.2 I colour and shade, with necessary screws etc. complete. - 156
Twin rubber stopper
25.00 Each 83.95 2098.75
......................................................................................................................................................................................................................................................................................................................
............................................................................................................................................................................................. ............................ ................. ......................................................................... .. DW Providing and fixing Push Plate, plain (without engraving), DERIVED
4.14 300x100mm, SS matt (Hafele make - Code : 987.19.300) RATE
with screws etc., complete. [DERIVED FROM 9.99 I 448] 9.99 I 37.00 Each 952.13 35228.85
............................................................................................................................................................................ 448 ...................................................... ···········································································
DW Providing and fixing 1 mm thick M.S. Sheet door with frame
4.15 of 40 x 40 x 6 mm angle iron and 3mm M.S. Gusset plates
at the junctions and corners, all necessary fittings complete
including applying a priming coat of approved steel primer.
Using M.S.angels 40x40x6 mm for diagonal braces.
DW Providing and fixing aluminium work for doors, windows,
4.16 ventilators and partitions with extruded built up standard
tubular sectio,1s/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS: 1285, fixing
with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom
and sides with required EPDM rubber/ neoprene gasket etc.
10.5.1/
173
Aluminium sections shall be smooth, rust free, straight, 21.1.1.3 /
mitred and jointed mechanically wherever required including 362
cleat angle, Aluminium snap beading for glazing I paneling,
C.P. brass I stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-
charge. (Glazing, paneling and dash fasteners to be paid for
separately) : - For fixed portion - Polyester powder coated
aluminium (minimum thickness of polyester powder coating
74.00 Sqm 3073.85 227464.90
1690.00 Kgs 385.10 650819.00
50 micron)
:::::: ::::::::::::~:::::::::::_: u N;0,f J: ~A.: ::::::::t :::::_ ::::::: ::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::
Ka1walya Kumar Misra IA.R.E.J ~ ~ffiq Lfl' _ ,,.,,.,., A. R. _E. (CiviQ U.P.R.N.N.LTD. ~ XXI· ~
--·· oh RaJkiya Nirman Nigam Ltd Lucknow. •
SAPL PART A [FINISHES] - P. No. 40 ABSTRACT BOQ
• ~" ~~ ><• -· .-~ ----- .. • ---· • -- • ,._. __ ··--- -·- -- -- ··-.. -~~
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
.
.
(1) (2) (3)
DW Providing and fixing aluminium work for doors, windows,
4.17 ventilators and partitions with extruded built up standard
tubular sections/ appropriate z sections and other sections
of approved make conforming to IS: 733 and IS: 1285, fixing
with dash fasteners of required dia and size, including .
necessary filling up the gaps at junctions, i.e. at top, bottom
and sides with required EPDM rubber/ neoprene gasket etc .
Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required including
cleat angle, Aluminium snap beading for glazing I paneling, Cpb . 21.1.2.3/
. . rass I stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-
charge. (Glazing, paneling and dash fasteners to be paid for
separately) : - For shutters of doors, windows & ventilators
including providing and fixing hinges/ pivots and making
provision for fixing of fittings wherever required including the
cost of E~JM rubber I neoprene gasket required (Fittings
shall be paid for separately) : - Polyester powder coated
aluminium (minimum thickness of polyester powder coating
50 micron)
DW Providing and fixing glazing in aluminium door, window,
4.18 ventilator shutters and partitions etc. with EPDM rubber I
neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge. (Cost of
aluminium snap beading shall be paid in basic item): - With
float glass panes of 5.50 mm thickness
DW Filling the gap in between aluminium frame & adjacent RCC/
4.19 Brick/ Stone work by providing weather silicon sealant over
361
21.3.2 I
361
backer rod of approved quality as per architectural drawings 21.8.1 I and direction of Engineer - in - charge complete. - Upto 362
5mm depth and 5 mm width
HR 5 HAND RAILING
HR 5.1 Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolls complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners
, stainless steel bolts etc., of required size, on the top of the
floor or the side of waist slab with suitable arrangement as
per approval of Engineer-in-charge, (for payment purpose
only weight of stainless steel members shall be considered
excluding fixing accessories such as nuts, bolts, fasteners ·
etc.). - For stair case Railings .
10.28 /
176
(4) (5) (6) (7)
990.00 Kgs 443.20 438768.00
520.00 Sqm 1338.40 695968.00
2200.00 M 88.75 195250.00
.......... !3.:f..l.~!...F.Y:l.l?.13 ............................................................................................................................................. 415.00 ..... Kg····· ................. 619.40 ............... 257051,00
................... GROUND __ F~a~t:~~ic~i·M~;~······························~··········· ········· _440.00:l~~r~.9.40 ............... 272536.00
SAPL Ub, ira~,:.,;1 Rajkiya Ninnan NigamU1h A [FINISHES] - P. No. 41 ~ WITT! Lucknow. ~ xx 1- <'Rli'm;
ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
................... FIRST_FLOOR .................................................................................................................................................. 965.00 ..... Kg····· ................. 61_9.40 · .............. 597721:00 .................... SECOND __ FLOOR ........................................................................... · ......................... · .................................... 700.00 ..... Kg····· ................ 61_9.40 ............... 433580.00
THIRD FLOOR 1070.00 Kg 619.40 662758.00
........... · ...... TERRACE.FLOOR .................................................................................................................................................. --- ..... Kg ...................... 619.40 ................................... ---
...................................................................................................................................................................................................................................................................................................................... HR 5.2 Providing and fixing stainless steel ( Grade 304) railing
made of Hollow tubes, channels, plates etc., including
welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners
, stainless steel bolts etc., of required size, on the top of the
floor or the side of waist slab with suitable arrangement as
per approval of Engineer-in-charge, (for payment purpose
only weight of stainless steel members shall be considered
excluding fixing accessories such as nuts, bolts, fasteners
etc.). at all levels. - For stair case GRIP RAILING .
10.28 /
176
................... STILT_ FLOOR ................................................................................................................................................... 105.00 ..... Kg .. ___ ................. 619.40 ................... 6..?.0..~.!.:9.9. ········ ... <3..139.IJ.r-1.l:J..Y~?.<?.13.... . ......... . . ..... ... . ......... . . ······· . ....... .... . ........ ...... . ......... 1.10.00 ... Kg.... . ....... ~~~::1.0. ............ 6.~1.?~:9.9. ......... . . . .f:.113~!.~~<:).9.13. . .......... . ...... ... . ....... ........ .... .... ... .. ........... .. .... .... ....... .. . .... 1.10.00 .... Kg... ·---~~~::1.0. .. . . ...... 6.~.1.?:1:9.9. .................. SECOND __ FLOOR ......................................................................................................................................... 1.15.00 ..... Kg····· ................. 619.40 ................. 71231:00 ................... THIRD.FLOOR ............................................................................................................ · ..................................... 175.00 ·· ... Kg····· ................. 619.40 ................ 108395.00 ................... TERRACE.FLOOR .............................................................................................................................................................. Kg ...................... 619.40 ....................................... ..
HR 5.3 Providing and fixing hand rail of approved size by welding
etc. to steel ladder railing, balcony railing, staircase railing
and similar wo,ks, including applying priming coat of 10.26.1 I
approved steel primer. - M.S. Tubes. - For Fire Escape 176 Staircase .
................... STILT .. FLOOR ................................................................................................................................................... 334.00 ..... Kg ..... ................. i9.~.:!.9. .................. }:l§l.6.?.:.~9. .......... <3..f3Q.IJ.r-11:J. .. ~~Q<?.f3....... ............ .... ..... ......... . ... ... . ........ ....... .... .... .. . ... 508.00 ..... Kg... . ...... 1.Qi,.7..9. . . ..... ?~.1~7..:~9.
................... FIRST_FLOOR ................................................................................................................................................. 508.00 ..... Kg····· ................. 104.70 .................. 53187.60
................... SECOND_ FLOOR .......................................................................................................................................... 516.00 ..... Kg····· ................. 104.70 ................... 54025.20
................... THIRD_FLOOR ................................................................................................................................................ 560.00 ..... Kg ..................... 1.04.70 .................. 58632.00
.................. TERRACE.FLOOR ............................................................................................................................................................ Kg ...................... 1.04.70 ....................................... ..
M 6 MISCELLANEOUS ......................................................................................................................................................................................................................................................................................................................
M 6.1 Providing Arpitha mesh I equivalent in the chases made in
. the wall by electricians and plumbers and grouting the
chase with cement mortar 1 :6 and making good the plaster MARKET
to take up finishing . The rate includes chipping, fixing of RA TE
mesh including nails, scaffolding, curing, etc., complete.
(Joints records to be maintained)
M 6.2 Providing and fixing 1 OOmm dia PVC Pipe sleeves in beams
4000.00 Rmt 40.00 160000.00
of 250 length including necessary grouting, curing etc., MARKET 100
_00
Nos 250
_00 25000_00
::::::. -~ """ -~:::::::::::::::::::::::::::;: :::::::::: {:: :::::::::::: ::::::::::::: Kaiwal~umar Misra · -~ ~41t'1il
A R. E. {CiviQ ~ J:11ffi'f U,,;,, ,h Rajkiya Nirman Nigam Llr1 ~ XX!- m..ra;
~"\i(knO\N. SAPL PART A [FINISHES] - P. No. 42 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
M 6.3 Structural steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position
(3)
and applying a priming coat of approved steel primer all 10.1 I complete. - For M.S. PLATFORM for Ducts (40mm x 40 mm 173
@ 75mm c/c) ( 50 kg I Sqm)
l:>IAL 100
(4) (5) (6) (7)
......................................................................................................................................................................................................................................................................................................................
................... STILT. FLOOR ................................................................................................................................................... 420.00 .... Kgs .... .................... ?.!.:.7..0. .................... ?.~.1}'.l.,QQ
................... GROUND. FLOOR .......................................................................................................................................... 420.00 .... Kgs .... .................... ?.!.:.!.°-. ................... ?.~.1}'.1.:9.9.
................... FIRST.FLOOR .................................................................................................................................................. 420.00 .... Kgs ........................ 67.70 .................. 28434.00
................... SECOND.FLOOR .. -...................................................................................................................................... 420.00 .... Kgs ........................ 67.70 .................. 28434.00
................... -THIRD.FLOOR ................................................................................................................................................. 288.00 .... Kgs ....................... 67.70 ................... 19497.60
................... TERRACE.FLOOR .................................................................................................................................................. -- .... Kgs ........................ 67.70 ................................... ---
...................................................................................................................................................................................................................................................................................................................... M 6.4 Providing and applying Brush Bond - RFX coat or equivalent
for toilet floor all as per manufacturers specification.at all MARKET
levels. RA TE
......................................................................................................................................................................................................................................................................................................................
........... .. .. ~Tl~!.X~'?.<?13........................ ........................ ...................................................................... .. ........ -- .. sqm ......... ________ 350.00 ........................... · .......... ..
................... GROUND .. FLOOR ......................................................................................................................................... 186.00 ... sqm ... ............... }~Q,.0..0. ................... 65100.00
................... FIRST.FLOOR .................................................................................................................................................. 168.00 -... sqm ................... 350.00 ................... 58800.00
................... SECOND .. FLOOR ........................................................................................................................................... 186.00 ... sqm .................... 350.00 .................. 65100.00
................... THIRD.FLOOR ............................................................................................................................................... 144.00 ... Sqm .................... 350.00 .................. 50400.00
SAPL
TERRACE FLOOR ....................... -- ... Sqm ... ................ }~9.:.0..0. ......................................... .
TOTAL PART A- II
·~ UMESH CHANDRA
Kaiw~umar Misra A R. E. (CiviQ
Ullar Pradesh Rajkiya Nirman Nigam Ltd. Lucknow.
(A.R.E.) U.P.R.N.N.LTD.
PART A [FINISHES} - P. No. 43
t ~~IHfi'J
~ll'IT% ~XXI-~
48600325
ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100
SI.
No.
(1)
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO
ORDINATION CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH.
Description of Items
(2)
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
DSR 2014 followed . ..................................................... ..................................................................................................... . DSR 2014 Rate I SOR 2015 - 16
/DERIVED
DSR (AS PER SOR SCH. No. Quantity Unit RAW MATERIAL
RATES) Rate I AS PER
..................................... .MR. ................................... . RATE AMOUNT
(3) (4) (5) (6) (7)
............ SANITARY.FIXTURES. AND .. CP.FITTINGS ............................................................................................................................................................................................. .
I .......................................................................................................................................................................................................................................................................................................................
1 European Water Closet
Supply, installation, testing and commissioning of approved
make starWhite Coloured Wall mounting constellation
model European water closet 'P' trap outlet with 32 mm dia
Concealed dual type Flush valve to enable flushing pipe
work concealed behind wall support,ng Cl I MS bracket with
CP bolts and nuts, plastic seat cover of approved make &
colour with rubber buffers, flap, CP hinges, CP bolts and
nuts, all of approved make etc., complete. cost should
include all accessories as required for installation.
1 a Sanitary ware ; Wall mounted ...........................................................................................................................................................................................................................................................................................................................
Water closet - Make : Hindware, Model no :20040 ......................................................................................................................................................................................................................................................................................................................... Flush valve - Make :Jaquar: Model num :FLV-1085SQ Market
97 nos . 15250.00 1479250.00 ............ .................................................. . ......................................................................... .'.".t~.... .......... ........................... ................. ......................... . . . . .. . .............. ..
.... ~ ..... ~:~l~~ .. t.~~~t.. ....................... . .:::::::::::::::::::::::::::::::: ::: ::::::::::::::::::: ::::::::::::::::::::::::: :::::::::::: :::::::::::::::::::::::::I:::::::::::::::::::::::::::::::::::::::::::::: Supply Installing testing and commissioning of 15mm GP health
faucet of approved make with necessary CP flexible
hose 750mm long nozzle, CP angle Valve, CP wall
flange complete.
. ............................................. .. ... 2a .... cPfiltings .' ................................................................................................................................................................................................................................................................................... .
Health faucet - Make: Jaquar,
............. Model.no .:.ALD.-.573 ........................................................................................................................................................................................................................................................... . Angular stop cock with wall flange -
Model no : FLR 5053N Make : Jaquar, Market
rate 97 nos. 1950.00 189150.00
........................................................................................................................................................................................................................................................................................................................
::::4:::: Wash:Basin:::::::v)'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::: t::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::: ::::
Katwa/ya Ki,,,.~ . UMESH ~A A.Re-·-~rMISla, (AR., .... ) ~~q'«'Rr
l(! ,,, ,'. . (CNtQ \J n R N ,, . ~ lllITT) · '•/ljktyaNirman N' ·" · ··' ~ XXt- =-. · ... ,. · tgam Ltd. ""' .,.,,
""~i~\\!l:·:.":'.
SAPL PART A3 P. No. 45 INT. WATER SUPPLY SYSTEM - ABSTRACT BOQ
UP NIRMAN NIGAM LTD.
(1) (2)
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps, 32 mm C.P. brass waste of standard
(3)
pattern, including painting of fittings and brackets, culfing Code No
and making good the walls wherever require: White 17_7_1_ 1
Vitreous China Wash basin size 630x450 mm with a pair of p_282 15 mm C._P. brass pillar taps(Oval wash basin)
.
DIAL 100.
(4) (5) (6) (7)
92 nos. 2331.50 214498.00
....................................................... ................................................................................................... .. ·--~~---· _i::i:'..~~ings Supply_and _fixing_' ............................................................. ./ ......................................................................................................................................................................... .
Providing and fixing PTMT Bottle Trap Code No-
17.70 92 nos. 495.00 45540.00
........................................................................................................................................................................................................................................................................................................................... Angular stop cock with wall flange - Make : Jaquar, Model Market
no : FLR 5053N rate 124200.00 92 nos. 1350.00
.......................................................................................................................................................................................................................................................................................................................... Flexible tube - Make - Jaquar, Market Model no : ALD 8058 rate
32200.00 350.00 92 nos. .......................................................................................................................................................................................................................................................................................................................
.... 5 .. Wash .. Basin · ......
Providing and fixing wash basin with C.I. brackets, 15 mm
C.P. brass pillar taps, 32 mm C.P. brass waste of standard
pattern, including painting of fittings and brackets, cutting Code No
and making good the walls wherever require: White 17.7_ 1_ 1 Vitreous China Wash basin size 630x450 mm with a pair of p .. 282 15 mm C.P. brass pillar taps (Rectangular wash basin)
10 nos. 2331.50 23315.00
......................................................................................................................................................................................................................................... 5l> GP fittings Supply and fixing : .............................................................................................................................
Providing and fixing PTMT Bottle Trap Code No- 10 nos. 495.00 4950.00
............................................................................................................................................................... 1.7.70 ..................................................................................................................................... .. Angular stop cock with wall flange - Make : Jaquar, Model Market
no : FLR 5053N rate 1350.00 13500.00 10 nos.
............................................................. . ....................................................................................... . Flexible tube - Make - Jaquar, Market Model no : ALD 8058 rate
350.00 3500.00 10 nos. .........................................................................................................................................................................................................................................................................................................................
6 Urinals
Providing and fixing whtte vitreous china flat back or wall
corner type lipped front urinal basin of 430x260x350 mm
and 340x41 Ox265 mm sizes respectively with automatic
flushing cistern with standard flush pipe and C.P. brass Code No
spreaders with brass unions and G.I clamps ccmplete, 17_4 _ 1_ 1 including painting of fittings and brackets, cutting and p_281 making good the walls and floors wherever required :One
urinal basin with 5 litre white P.V.C. automatic flushing
Cistern
7 S.S. Sinks
64 nos. 6592.00 421888.00
...................................................................................................................................................................................................................................................................................................................... Providing and fixing kitchen sink with C.I. brackets, C.P.
brass chain with rubber plug, 40 mm C.P. brass waste
complete, including painting the fittings and brackets,
cutting and making good the walls wherever required:
Size of sink : 51Ox1040 mm bowl depth 250 mm Code No-28208
_60 4 nos. 7052.15 ---- -- ··::~~f:::iia::,-----~~~~'~---- ~:;;;;:, ..... ·····----------------
SAPL Lucknow. igam i PARTtf.?.i!!:~&.b~-E.)INT. ~~~~YSTEM - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7) 7b CP fittings :
......................................................................................................................................................................................................................................................................................................................... Sink cock: Market
nos . 3100.00 4 ........................ ............................................ .................................................................. E~.t~ ....................................................................................................................... ..
12400.00
Providing and fixing PTMT Waste Coupling for wash basin and Code No'
8 sink, of approved quality and colour. ·
17.69.1 4 nos. 115.00 460.00
..........................................................................................................................................................................................................................................................................................................................
...................................................................................................................................................................................................................... .............................................. ..................................................... .
................................................................................................................................................................................................ .................... ................................................................................................... .. ·supply & fixing of S.S./C.P toilet paper holder with twin
type including cutting and making good the wallls
wherever required.Make. 9
Code No-
17.34.1 97 Nos. 415.90 40342.30
........................................................................................................................................................................................................................................................................................................................
...................................................................................................................................................................................................................... .................................................................................................... .
...................................................................................................................................................................................................................... ................................................................................................... ..
........................................................................................................................................................................................... ........................... ................................................................................................... .. Supply & fixing of C.P. brass deodorant holder fixed to
Market PVC raw/ plug with C.P. brass screws comolP.te.Make 10 Nos. 955.00 9550.00 rate
... 1 O .... Euronicsf..Nebco/. Y-Kin9 ................................................................................................................................................................................................................................................ ..
............ ......................................................................................................................................................................................................... ................. .................................................................................. . Providing and fixing PTMT liquid soap container 109 mm
wide, 125 mm high and 112 mm distance from wall of
11
standard shape with bracket of the same materials with .Code No
snap fittings of approved quality and colour, weighing nm 17.71
less than 105 gms.
10 Nos. 518.15 5181.50
......................................................................................................................................................................................................................................................................................................................... Supply & fixing.testing and commissioning of solid state,
no touch operting, fully hygienic hand drier of approved
12
shade with blower, continuous repeat usage, time delay, ·
summer & winter control, music while drying, volume Market
ON/OFF controls including providing necessary bracket, rate
cable from drier to plug, plug top key and lock etc. complete
as required. Make: Utec UT-501
10 Nos. 12300.00 123000.00
........................................................................................................................................................................................................................................................................................................................
............ ....................................................................................................................................................................... ................................ .............................................. ..................................................... . Providing & fixing in position SWR PVC Moulded (IS:
14735) P", $",floor trap of self cleaning design of following
sizes for the embedded areas. Making proper connection
with , cutting chase I hole in floors /slabs and bringing the
same in proper condition in cement concrete 1 :2:4 mix
complete as required. including cost of cutting and making
good the walls and floors where required. Make:
Fino!eYJSupreme 13
Market
rate
............................................................................................................................................ 13a 100 mm inlet and 100 mm outlet (Urinal traps only) 30 Nos. 825.00 24750.00
.. 13b ... 1.00. mm. inlet.and _75_mm. outlet..(Floor Trap_ only) .................................................... .......... !_~g ........ ... ~~".: ............... .7..?.?.:9..0. ................................ ~~?.?.0..:9.9.
......................................................................................................................................................................................................................................................................................................................... Supply & fixing of SS grating (heavy quality Chilly make )
and with necessary cement concrete. Market
Make: Chilly rate 160 Nos. 825.00 132000.00
.... 1.~ ..... Cat.No:.CCT-SMHC-140 ........................................................................................................................................................................................................................................... ..
:::I':::: .SO/L:WASTE:VENT:A~N: WATER:PIPES:::::::::::::::::: :::::::::··::· ::;z-: ::: :::'( ::::::::::::::::::: ::::::::::::::: ::::::::::::::::::: Kaiwa1~'Kumar Misra UMESH CHA DRA ~ ~c11«1q
A.RE. (CiviQ U.P.R (A.R.E.) ~rJ >l'ITTI SAPL IJt ... i.. . .. R,-,ikiya 11Jirm~0 l·!igam ltd. PART A3~·.i~'.~7 INT~ftl SLIP~ SYSTEM - ABSTRACT BOQ
;..ccknov~. ·· · · · , ..
UP NIRMAN NIGAM LTD. DIAL 100
(1)
1
(2)
Supplying, fixing and testing PVC soil, waste , vent (SWR)
confirming to 1813592: 1990, type B with solvent joint
inclusive of all necessary specials like multi floor traps
(50mm water seal), bends 45 or 90 degree, 'Y's, tees,
offsets, junctions, couplers screw type caps with
rubber rings for cleanout pipe ends, etc., Running in
the ceiling . All suspenders, saddles, pipe packs are
to be quoted separately unde_r relevant items.All
including Toilets, Kitchens, Utilities & Stilt ceilings(For
internal toilet)
(3) (4) (5) (6) (7)
I
.......................................................................................................................................................................................................................................................................................................................... 75mmdia Market
410 Rmt 260.00 106600.00 .... 1.~ ....................................................................................................................................................... _rate .............................................................................................................................................. .
11 Omm dia Market 220 Rmt 395.00 86900.00
.... 1.~ ............................................................................................................................................... _rate ............................................................................................................................................. .
........................................................................................................................................................................ , .............................................................................................................................................. ..
2
Supplying, fixing and testing PVC pressure pipes (6Kg/sqcm) confirming to IS 4985 for waste connection from wash
basin, kitc~en sinks to floor trap, antisyphonage/vent pipe with solvent cement joints, including all the fittings,
suspended under floor slabs/concealed in wall etc, the work shall include wall chase and making good the same in
cement mortar. All suspenders, saddles , pipe packs are to be quoted separately under relevant items. (internal toilet)
40mm dial (I.D.) Mar!<et 180 Rmt 115.00 20700.00 2a
............................................................................................................................................................... _rate ............................................................................................................................................. . 50mm dia (I.D.) Market
15 Rmt 165.00 2475.00 .. ?~ ........................................................................................................................................................ rate .......................................................................................................................................... . ...................................................................................................................................................................................................................... .............................................. ..................................................... .
3
Supplying, fixing and testing UPVC soil, waste , vent
(SWR) confirming to 1813592 : 1990, type B with
rubber ring (confirming to IS 5382)with solvent joint
inclusive of all necessary with all fittings like bends 45
or 90 degree, 'Y's, tees, offsets, door bends, junctions,
screw type caps, vent cowl fixed in the pipe shafts on
pipe racks ( Vertical stacks for waste.vent & soil)
.......................................................................................................................................................................................................................................................................................................................... 65mm dia (Type - A)
290 Rmt 195.00 56550.0U .. ?.~ .... ............................................................................................................................................... _rate ....................................... · ..................................................................................................... .
Market
75mm dia (Type-B) Market 3b
......................... _rate ....... .. 260 Rmt 298.00 77480.00
3c 110mm dia (Type-B) Market
rate 290 Rmt 396.00 114840.00
............................................................................. 160mm dia (Type-B) Market
~ ~ RO Rmt 455.00
·························Kaiwaly~r.Misra········ ················································ ··.y ··············l,: i!i\<11«1<1·········· ................................................... .
A. R. E. (Civil) . UMESH CHA ~ 1.l>n-% Uti2,r Pra<le~h Raj!1iya N1rman N19am Lid. NORA ~ xxi-~
Lucknow. , (A.R.E.J · _ U.P.R.N.N.LTD.
SAPL PART A3 P. No. 48 INT. WATER SUPPLY SYSTEM - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100
(1)
4
4a
(2)
'Supplying, fixing and testing PVC soil, waste , vent (SWR)
confirming to 1813592: 1990, Class A with rubber ring.
(confirming to IS 5382)with solvent joint inclusive of all
necessary with all fittings like bends 45 or 90 degree,
'Y's, tees, offsets, door bends, junctions, screw type
caps, vent cowl fixed in the pipe shafts on pipe racks (
Vertical stacks for rain water)
75mm dia (Type -A)
(3)
Market
rate
(4) (5) (6) (7)
60 Rm! 245.00 14700.00 ...........................................................................................................................................................................................................................................................................................................................
110mm dia (Type -A) Market 4b 115 Rm! 295.00 3.3925.00
rate .........................................................................................................................................................................................................................................................................................................................
4c
4d
160mm dia (Type - A) Market 70 Rm! 390.00 27300.00
rate .................................................................................................................. 200mm dia (Type - A) Market
110 Rm! 525.00 57750.00 ............................................................................. rate ....................................................................................................................... .
Supplying and fixing of side grating for rainwater outlets on
terrace including all necessary grounting with sealants to
.... 5 ..... _make .. it .. absolutely.water_proof ............................................................................................. ······-·················· .................................................................................................... . 75mmdia Market
4 Nos. 270.00 1080.00 ~ t ·········································································· ·························································· ......................... .ra e ................... ····················· .............................................. ······················································
110mmdia Market 3080.00 8 Nos. 385.00
~ t ............................................................................................................................................................. ra e ............................................................................................................................................. . 160mmdia Market
6 Nos. 425.00 2550.00 ·--~·"···· ....................... . ................................................................................................................ rate ............................................................................................................................................ .
200mmdia Market 4 Nos. 570.00 2280.00
·--~~---· ............................................................................................................................................... _rate ........................................................................................................................................... .
····111···· INTERNAL.WATER SUPPL y· SYSTEM··························································································· . . .....
1
1a
1b
Providing, fixing, jointing and testing in position the
following UPVC pipes (Schd -40 pipes ) cut to required
lengths including all necessary fittings and specials such as
bends, tees, unions, reducers, flanges & plugs etc.
fixing for Terrace Ring level supported by M.S .angle
Brackets with universal clamps.supports, etc. as per
specification. And PVC pipe sleeve of larger diameter shall
be provided wherever the pipes are crossing the walls/floors
slab and sealing the sleeves as per Consultant's
requirement. Jointing, and making proper connections,
cutting hole in wall/floor/slab and making good the same
good with cement concrete 1 :2:4, complete required as per
specifications.
( For toilet Internal cold water Supply )
20 mm dia Market 750 Rmt. 135.00
....... rate ....................................................................................................... . 25 mm dia Market
125 Rmt. 163.00
101250.00
20375.00 ·················· _r.,i_t~ ..................................... ················· ··························· ························· ························
32 mmdia Market 510 Rmt. 243.00 123930.00
... :."···· ........................................ ··········································································································· rate ............................................................................................................................................ . 40 mm dia Market
1d 105 Rmt. 315.00 _Q 33075.00 ........................................... \J\1.#· .. .. .... ....... . ...... ...... . ... ............... ..... .. ...... . . .. .'.§.!El.. . ............. ;:::;();;:7 ................................... ¢i"" ............................. .
Kai1:ziya~nar Misra UMESH C1iANDRA .:ro'i'Rr'li?iil1,-<1<1 A. R. E. (Civil) (A.R.E.) ~ Wml
Utlar Pradesh Rajkiya Nirman Nigam Ltd, PART A3 p. No. 49 I D R.ijJ-Ot.1 W'ATER SUPPLY ~~1~ ~ACT BOQ SAPL ~V~1{nOVJ.
S • · •' a~J\n/·c~,.'·-· ---·- _,·, ._,. ...... --·--·- ··.··· --••- • · '·" '' • ·-· .,. "' ·-··---~-
U P NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7) 50 mmdia Market
150 . · Rmt. 365.00 54750.00 ... !....... ............................................................................................................................................ ... . _rate ........................................................................................................................................... .
........................................................................................................................................................................................... .......................... ................................................................................................... .. Providing, fixing, jointing and testing in position the
following UPVC pipes (Schd -80 pipes ) cut to required
lengths including all necessary fittings and specials such as
bends, tees, unions, reducers, flanges & plugs etc.
fixing far Terrace Ring level supported by M.S .angle
Brackets with universal clamps.supports, etc. as per
specification. And PVC pipe sleeve of larger diameter shall
be provided wherever the pipes are crossing the walls/floors
slab and sealing the sleeves as per Consultant's
requirement. Jointing, and making proper connections,
cutting hole in wall/floor/slab and making good the same
good with cement concrete 1 :2:4, complete required as per
specifications.
2 ( For Terrace cold water Supply ring main only) ........................................................................................................................................................................................................................................................................................................................
25mmdia Market
32mmdia
RO Rmt. 185.00 .. ?". .................................................................................................................................................... rate .......................................................................................................................................... . Market
65 Rmt. 267 .00 17355.00 .. ?~ ......................................................................................................................................................... _rate .......................................................................................................................................... . 80 mm dia Market
RO Rmt. 710.00 ·--~~---· .................................................................................................................................................. rate .............................................................................................................................................. . ...................................................................................................................................................................................................................... ................................ .................................................................. .
3
Providing, fixing, jointing and testing in position the.
following UPVC pipes (Schd -40 pipes ) .cut to required
lengths including all necessary fittings and specials such as
bends, tees, unions, reducers, flanges & plugs etc.
fixing for Terrace Ring level supported by M.S .angle·
Brackets with universal clamps.supports, etc. as per
specification. And PVC pipe sleeve of larger diameter shall
be provided wherever the pipes are crossing the walls/floors
slab and sealing the sleeves as per Consultant's
requirement. Jointing, and making proper connections,
cutting hole in wall/_floor/slab and making good the same
good with cement concrete 1 :2:4, complete required as per
specifications. ( For cold water vertical shaft )
.......................................................................................................................................................................................................................................................................................................................... 20 mmdia
RO Rmt. 135.00 .. ?". ........................................................................................................................................................ _rate .............................................................................................................................................. .
25 mm dia Market 3b RO Rmt. 163.00
............................................................................................................................................................... _rate ............................................................................................................................................. . Market 32 mmdia
3c
Market
95 Rmt. 243.00 23085.00
40 mm dia ································································ .'.".t~ .................... ··················· ................. ···························· ······················································ Market
17325.00 3d 55 .................................................................................................................... _rate ....................................... .
Rmt. 315.00
50 mmdia Market 75
rate 3e Rmt. 360.00 27000.00
······•··•••···················,·r·.···,·····\~·······.·•·······························'j2-7···············.····•·•···t2 ................................................... :::::.: ........ ::.::
KciMilly~:mar Misra 'i''fRl° tmiq A. R E. (Civil) ~ wm'1
Utiar Pr"''· 0 '·1 R·'1•• N. ". d al.iv,,;,! , ei;1,1ya 1rman L:tga1n Lt . ~if~ xx1-~ LucknQW,
SAPL PART A3 P. No. 50 INT. WATER SUPPLY SYSTEM - ABSTRACT BOQ
UP NIRMAN NIGAM LTD.
(1)
4
(2)
Providing and fixing Chlorinated Polyvinyl Chloride {CPVC)
pipes, having thermal stability for hot & cold water supply,
including all CPVC plain & brass threaded fittings, including
'fixing the pipe with clamps at 1.00 m spacing. This includes
· jointing of pipes & fittings with one step CPVC\ solvent
cement and testing of joints complete as per direction of
Engineer { For kitchen area hot water Supply)
(3)
DIAL 100 .
(4) (5) (6) (7)
.
........................................................................ 4a 20 mm dia 18. 7 .2 60 Rmt. 191.55 11493.00
4b 25mmdia 18.7.3 20 Rmt. 231.30 4626.00 ..........................................................................................................................................................................................................................................................................................................................
...................................................................................................................................................................................................................... .............................................. ..................................................... .
5
Providing and fixing Chlorinated Polyvinyl Chloride {CPVC)
pipes, having thermal stability for hot & cold water supply,
including all CPVC plain & brass threaded fittings, including
fixing the pipe with clamps at 1.00 m spacing. This includes
jointing of pi~c.; & fittings with one step CPVC solvent
cement and testing of joints complete as per d.irection of
Engineer ( For Terrace hot water Supply ring main only )
......................................................................... Sa 32 mmdia 18.7.4 60 Rmt. 296.70 17802.00 Sb 65 r.,mdia 18.9.7 RO Rmt. 1463.00 ...........................................................................................................................................................................................................................................................................................................................
....................................................................................................................................................................... ............................................. .................................................................................................... . Providing and fixing Chlorinated Polyvinyl Chloride {CPVC)
pipes, having thermal stability for hot & cold water supply,
including all CPVC plain &· brass threaded fittings, including
fixing the pipe with clamps at 1.00 m spacing. This includes
jointing of pipes & fittings with one step CPVC solvent
cement and testing of joints complete as per direction of
·---~---· .En.o.ine.e.r. . .C.En<.ho.t."'ater .. ~ar.tir.al.shaft.L. .............................................................................................................................................................................................................. . 6a 20 mm dia 18.7.2 RO Rmt. 191.55
6b 32 mm dia 18.7.4 35 Rmt. 296.70 10384.50 ........................................................................................................................................................................................................................................................................................................................... ........................................................................................................................................................................................... .......................... .................................................................................................... .
7
Providing and fixing nitrle rubber in.sulation on hot water
supply I return pipes.
......................................................................................................................................................................................................................................................................................................................... 20mmdia Market
7 60 Rmt. 178.00 10680.00 ···---~-- . ............................................... .................................................................................................... rate ............................................................................................................................................. .
25 mm dia Market 7b 20 Rmt. 195.00 3900.00
....................................................................................................................... , ........................................ rate ...................................................................................... , ...................................................... . Market 32 mm dia
95 Rmt. 21375.00 225.00 7c t ......................................................................................................... , .................................................... ra e .............................................................................................................................................. . ................................................................................................................................................................ ..................................................... ............................................................... .
8
Providing and fixing ball valve {brass) of approved quality,
High or low pressure, with plastic fioats complete :
................................................................................................................... Sa 20 mm dia 18.18.2 165 Sb 25 mm dia
................................................................................................................................................ 18.18.3 10
Rmt. 409.90 67633.50 ...................................................................................................... Rmt. 449.95 4499.50
32 mm dia Market s 20 Rmt. 795.00 15900.00
...... '° .............................................................. , .......................................................................................... _rate ............................................................ , .................................................................................. .
:"'••• <>.mm. :~~;i~~;~~~::::::: =(!:,;:~~:~ ~~:~: :: ''==l'~;:~~OO ::: ::::: '°"'·~ l.kJar Pradesh Rajkiy; ~~)" . U.P.R N (A.R.E.) ~ >!>ml
SAPL Lucknow, a,, Nfgam Ltd. PART A3 l.1·~6_Lb1 IN~1'1t11-SUW1l$1 SYSTEM - ABSTRACT BOQ
U P NIRMAN NIGAM LTD.
(1)
9
(2) Supplying, installing, testing and commissioning of heavy
quality approved make butterfly valves with standard lever
confirming to IS 13039 wifh necessary G.I. flanges, G.I.
nuts, bolts, and washers, rubber gaskets etc., complete.
(3)
DIAL 100
(4) (5) (6) (7)
65 mm dia Market 9 20 Rmt. 4850.00 97000.00
...... ~ ........................................................................................................................................................ _rate .............................................................................................................................................. . 80 mm dia Market
9b Rmt. 5760.00 5760.00 ................................................................................................................................................................. rate ........................................................................................................................................... .
............................................................................................................... ; ......................................................................................................................................................................................................... .. Supplying, fixing and testing inlet, outlet, vent (2" ASTM
upvc sch.SO pipe+ 1 Tee+ 2 Elbow+ 2 mosquito jali) and
overflow pipes, fittings with heavy duty circular Cl frame and
cover including painting with 3 coats of bitumastic paint to
overhead water tank complete with SS lader I PVC
rungs as required by client/as shown in drawing etc.,
complete, accessories comprising of the following for
... 1.0
.... Fire .. & . .Onm.astir. wa!er.sunolv ............................................................................................. ··························· ················· ······························ ······················································ ............ Approx._depth_= .. 1.,5.Mts .................................................................................................................................................................................................................................................. . ............ etc._compleie_for_efficient_maintenance_of the tanks ............................................................................................................................................................................... .
_Note : All Heavy duty GI puddle flanges should be hot-dip Market LS set 25000
_00 25000
_00
............ 9alvanised ......................................................................................................................... _rate ........................................................................................................................................... .
...................................................................................................................................................................................................................... ............................................... .................................................. .
11
SAPL
Supplying, fixing, testing & commissioning of water level
controler for OHT incl•Jding cable etc,. Complete Market
rate
TOTAL PART A- Ill
K . ~ ""'1,.,...,1 , ' '"1,,."v. i{u,.,.,~r M' • """ 1sra ""-- A. R. I:. (Cr,i!) """df Pradesh Raikiya I" . ~, 'li1rman /1 ,·,,.:.··_· .. d
Luckn. • ~-... L.( ow. . '
Cry uJ,,ESH CHANDRA
(A.R.E.) U.P.R.N.N.LTD.
PART A3 P. No. 52
Nos. 18000.00 18000.00
4370592
INT. WATER SUPPLY SYSTEM - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIALIOO
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
SI.
No.
(1)
A
·-~-
1
-
2
2a
2b
2c
2d
2e
3
SAPL
Description of Items .. Based_ on_ UPPWD_Schedule_of Rates_2015_-_ 16, __ Lucknow_&_ DSR __
SCH. No. Quantity Unit DSR 2014 Rate I SOR 2015 - 16 / .. .................................................................................
RATE AMOUNT
(2) (3) (4) (5) (6) (7)
EXTERNAL SEWERAGE SYSTEM
---- ---------· _,,,_,
Excavation in all types of soil for laying pipes upto
300mm dia. including forming bottom surface to required
level, refilling with selected excavated earth around the
pipe in layers 150mm thick, watering, consolidating and
disposing off the surplus earth within the site as directed
by the engineer with a lead of 200M etc, providing
necessary Shoring & Strutting while excavating etc if
Depth upto 2.0 M. Market rate
Providing fixing, jointing and testing in position the
following
Eco drain pipes conforming to IS: 16098 (SN 4) for
drainage cut to required lengths including all necessary
fittings and specials such as bends, junctions, offsets,
making proper connections. Including providing PCC
thrust block at 2 mtr. centre to centre. Pipe to be laid
below ground level in trenches upto required depth
including excavation in air kind of soil, dewatefing,
refilling, watering, ramming & removing the surplus
excavated material and making good the same complete
as required.Cost shall include making connection with
main sewer manhole including all associated civil cost as
per drawing.Make- Finolex/Supreme
315 mm dia Market rate 250mm dia Market rate 200mm dia Market rate 16Dmm dia Market rate 110mm dia Market rate
Supplying, fixing, testing and commissioning PVC Bottle Market rate
Gully trap of Supreme brand, 150x150mm C.I. grating
(medium duty), 110 mm dia outlet set in M-15 bed 100
mm thk, 115 thick masonry chamber in CM 1 :4, internal
smooth and external rough plastering 12 (15) mm thick in
CM 1 :6, necessary earthwork, C.I. cover medium duty
weighing 12Kgs. etc., including necessary earth work
excavation returning and refilling and disposing surplus
soil as directed by the Engineer in charge complete.
" .
,:r..., :'... w~ ~ UMESH CHANDRA
U PR N IA.R.E.) . · · .N.LTD.
PART A5 P. No. 53
235 Cum. 145.00 34,075.00.
RO Rm! 1,850.50
RO Rm! 1,233.66
155 Rmt 805.00 124,775.00
70 Rmt 550.00 38,500.00
10 Rmt 345.00 3,450.00
'
8 Nos. 1,100.00 8,800.00
'·/
\.V o/ ~ 'l?i4(ffiq
~WITT) ~XXl·=
OUTER WATER SUPPLY - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100 -
(1) (2) (3) (4) (5) (6) (7) 1nspect1on
chamber and bends with bricks in cement mortar 1 :4 (1
cement : 4 coarse
sand) C.I. cover with frame (light duty) 455x610 mm
internal dimensions, total weight of cover with frame to be not less than 38 kg
(weight of cover
23 kg and weight of frame 15 kg), R.C.C. top slab with
1 :2:4 mix (1 cement:
2 coarse sand : 4 graded stone aggregate 20 mm
nominal size), foundation
concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone 4 aggregate 40 19.30:2 16 Nos. 5,375.20 86,003.20
mm nominal size), inside plastering 12 mm thick with
cement mortar 1 :3
(1 cement: 3 coarse sand), finished smooth with a
floating coat of neat
cement on walls and bed concrete etc. complete as per
standard design:lnside dimensions 500x700 mm and 45
cm deep for. pipe line with one or two inlets :With common
burnt clay F.P.S. (non modular) bricks of class
designation 7.5
-
Construction of manhole with best quality, approved table Market rate
moulded bricks in CM 1 :6, 500mm dia at top and
1200mm dia.at bottom over a bed of 250mm thick PCC
1 :4:8, walls plastered smooth inside in CM 1 :3 and
outside with CM 1 :3 with sponge finish, benching and '
channeling in PCC 1 :2:4. supplying and fixing PVC steps 5 as per drawing for mainienance. The manhole shall be 2 Nos. 28,600.00 57,200.00
provided with medium duty FRP/GRP frame and cover
(10 MT load bearing). Circular 660mm dia. Clear opening
etc., complete. The quoted rate shall also include for
necessary excavation, refilling, disposing off surplus
earth with in a lead of 300M etc., complete.( AS PER .
8 EXTERNAL WATER SUPPLY SYSTEM
~-----Supplying, fixing and testing inlet, outlet, vent (2" ASTM
upvc sch.80 pipe + 1 Tee + 2 Elbow + 2 mosquito jali)
and overflow pipes, fittings with heavy duty circular Cl
1 frame and cover including painting with 3 coats of
bitumastic paint complete with SS lader as required by
client/as shown in drawing etc., complete, accessories
comprising of the following for Fire, Domestic & Flushing 1M.~t~r __ ~unl'.'ll11 __________ -- -UNDERGROUND SUflifP -- - -- - ~Q ---Approx. depth= 4 - 5 Mts · -- - ----·------ f------------- ---··---- ------ ------·----
/, --
comple!eall the F'-uddle fia-nges & details as given iriTfiil' ~- - , n n ---------·--- --- ··------··--
drawings • .,., "' , ~'"" Jq ----- -----
-- - etc: completefor efficient maintenance' of the taii1frMEs- --H~---;;; lf>ITT}-
. - _e;_~K JWfRA (A.R.E)
-- --· ----------- --·-·-... . . ..... ,~
SAPL
· · · ;. ~Kurnar Misra _. .. . -''- \. E (Civil) -111, •... , •• _ ,
,Jttc.;i .... ,:~.';~j1•1 Nirman Nigam Ltd,. U.P.R.N.NLTD .
PART A5 P. No. 54 OUTER WATER SUPPLY - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100 .
(1) (2) (3) (4) (5) (6) (7)
Note: All Heavy duty GI puddle flanges should be hot-dip Market rate LS set
0 alvanised. 65,000.00 65,000.00
Excavation in all types of soil for laying water supply Market rate
pipes upto 150 mm dia. including forming bottom surface
to required level, refilling selected excavated earth
around the pipe in layers 150mm thick, watering, 2 consolidating and disposing off the surplus earth within 270 Cum. 140.00 37,800.00
the site as directed by the engineer with a lead of 200M,
providing necessary Shoring & Strutting while excavating
etc if necessary complete. (Depth upto 2.50 below . . ..
Providing, fixing, jointing and testing in position the
following
UPVC pipes (Schd -40 pipes ) cut to required lengths
including all necessary fittings and specials such as
bends, tees, unions, reducers, flanges & plugs etc.
fixing for Terrace Ring level supported by M.S .angle
3 Brackets with universal clamps.supports, etc. as per
specification. And PVC pipe sleeve of larger diameter
shall be provided wherever the pipes are crossing the
walls/floors slab and sealing the sleeves as per
Consultant's requirement. Jointing, and making proper
connections, cutting hole in wall/floor/slab and making
good the same good with cement concrete 1 :2:4,
complete required as per specifications.
3a 65mmdia Market rate 220 Rm!. 455.00 100,100.00 3b 80 mm dia Market rate 195 Rmt. 585.00 114,075.00
Supplying and fix;ng of WATER METER & required
valve arrangements.Construction of 450 X 450 mm
valve chamber with 230 mm best quality TM bricks in
CM 1:4 over a bed of 100mm thick PCC1:4:8, internal
walls plastered smooth in CM 1 :3 and external walls 4 plasterd rough with sponge finish including curing with all Market rate 1 nos 17,000.00 17,000.00
necessary leads and lift, exvn and back filling and
providing heavy duty FRPIGRP cover with frame with
locking arrangements etc., of size 600 x600 {weight
115Kgs.) For valves up to 80 mm dia Size 0.6m x 0.6m x ' --
c EXTERNAL STORM WATER SYSTEM
Excavation in all sorts of soil for laying Hume pipe upto
150/200mm dia (internal) including forming bottom
surface to required level refilling selected excavated earth 1 around the pipe in layers of 150mm thick watering Market rate 650 cum 200.00 130,000.00
consolidation and disposing off the surplus earth within
the site or as directed by the site Engineer within a lead 2 I ~ --- • " \ • .\,.>";.. ,_" / ,. -= ,. , - / ~WITT) . ' f .• r .,.
'"".'i\!,,"~ '.:'
SAPL
Ka .. , _1! ?, .... r;ar M1,,raJMESH CHANDRA ~ xxi- = h ,,. E. (vlV!!) 1A.R.E)
Ullar Pradesh Rsjkiya Nirman Nigam Ltd.u.P.R.N.N.L~D · lucknow. PART A5 P. No. !$5 OUTER WATER SUPPLY - ABSTRACT BOQ
U P NIRMAN NIGAM LTD.
(1)
2
2a
2b
. 2c
2d
3
3a
3b
3c
3d
4
4a
4b
5
SAPL
(2) (3)
Supplying, installing, testing and commissionig of RCC
hume pipe (NP2 class) laid to the required level and
grade with collars joining in CM 1 :3 and filling the
excavated trench with approved quality saturated sand
on sides, bottom and top surface of connections as -· _, __ --' -·
160 mm dia Market rate 200mm dia Market rate
300mm dia Market rate 450 mm dia Market rate
Supplying, laying, jointing, testing and commissioning
approved make UPVC pipes class Ill 6 Kg/cm2 with
solvent cement joints confirming to IS 4985 for Under
ground works. The quoted rate shall include necessary
fittings, pipe to be laid below ground level in trenches
upto required depth, dewatering, jointing of pipes, water
testing and setting/encasing the pipes in cement concrete
M-15 as per specifications 150mm thk. all around,
refilling, and making good the same complete as ...
110mmdia Market rate
160 mm dia Market rate 200 mm dia Market rate 250 mm dia Market rate
Construction of catch basin of size mentioned below n for
external storm water drainage with 230mm thick walls in
well burnt table moulded bricks in CM 1 :4 over a bed of
100 rnm thick PCC 1 :4:8 internal walls plastered smooth
in CM 1 :3 and external walls plastered in 1 :3 with sponge
finish. Fixing precast RCC grating of size 450 x 500mm
on top surface flushed to the finished floor level with
necessary excavation, back filling the selected excavated
earth with all leads and lifts etc., complete.
600mm x 600mm (clear internal dimension) Market rate 900mm x 900mm (clear internal dimension) Market rate
Construction of manhole with best quality, approved table
moulded bricks in CM 1 :6, 500mm dia at top and
1200mm dia.at bottom over a bed of 250mm thick PCC
1 :4:8, walls plastered smooth inside in CM 1 :3 and
outside with CM 1 :3 with sponge finish, benching and
channeling in PCC 1 :2:4. supplying and fixing PVC steps
as per drawing for maintenance. The manhole shall be
provided with medium duty FRP/GRP frame and cover
(10 MT load bearing). Circular 660mm dia. Clear opening
eic., complete. The quoted rate shall also include for
necP.ssary excavation, refilling, disposing off surplus
earth with in a lead of 300M etc., complete.( AS PER
Depth upto 2.0 Mtrs. " '- Market rate
·-· ~ no,,,d;, "1\Uf11ar 1v11sra UMESHc~ A. R. E. ( Civil)
UUar Pradesh RaJkiya Nirm.;n Nigam Ltd. RA (A.R.E)
IJJcl'JJOW. lJ.P.R.N.N.LTD .
PART A5 P. No. 56
(4) (5) (6)
60 Rmt. 460.00
85 Rmt. 490.00
RO Rmt. 530.00
RO Rmt. 680.00
38 Rmt. 350.00
45 Rmt. 750.00
35 Rmt. 905.00
290 Rmt. 1,300.00
14 Nos. 6, 100.00
RO Nos. 7,315.00
2 Nos. 28,600.00 y
~ 'lflqlH1q ~wm)
~XXI-~
DIAL 100
(7)
27,600.00
41,650.00
13,300.00
33,750.00
31,675.00
377,000.00
85,400.00
57,200.00
OUTER WATER SUPPLY - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. .
(1) (2) (3)
Providing and constructing block masonry storm water 6 drain as per layout and details enclosed.(To be
considered in civil BOQ\ • Excavation in all types of soil upto 1.5m depth as per
aradiant includina back filling disoosina surolus earth.
• Dressing the excavated area to desired _slope and level.
• Providing and laying RRC grating.
• Providing and constructing side walls & bottom slab of
100mm thick in RCC
• Finishing and plastering gutter face etc., complete
• Size :300 mm wide and depth about 450mm Market rate
D PUMPS AND ACCESSORIES
Supplying, installaing, testing and comm,ss,ornng of 2
Nos. VERTICAL MULTI STAGE PUMP fixed speed
HYDRO 1000 ( 2 pumps system) 1 working and 1 Stand
by domestic water Hydropneumatic pumps fitted with 2.2
1 kw/ 415 v, 50 Hz, 2900rpm motor, complete with
automatic control panel including overload relays, ON-
OFF push button switches, dry run protection relays,
pressure switch , guages Unions, y-stainers, non-return valves, mounting on the skid complete with cabiling
..
Make : DP pumps/ ITI/GRUMDFOS
Domestic water supply from stilt floor header main to all 1a
fixtures 11 workina + 1 stand bv = 1 set) Market rate
5 lps @ 30 m Head.
1b Supplying, inatallaing, testing and commissioning of 1 no
Market rate nressure tank of caoacitv 180 lorn
Supplying, installaing, testing and comm1ss1onmg of 2
Nos. VERTICAL MULll STAGE PUMP fixed speed
HYDRO 1000 ( 2 pumps system) 1 working and 1 Stand
by domestic water Hydropneumatic pumps fitted with 2.2
2 kw/ 415 v, 50 Hz, 2900rpm motor, complete with
automatic control panel including overload relays, ON-
OFF push button switches, dry run protection relays,
pressure switch , guages Unions, y-stainers, non-return valves, mounting on the skid complete with cabiling
.·
Make: DP pumps/ ITI/GRUNDFOS
2a Re-cycale water supply from STP to all fixtures (1
Market rate workina + 1 stand bv = 1 set\ 8 lps@ 30 m Head.
2b Supplying, installaing, testing and commissioning of 1 no
Market rate oressure tank of caoacitv 280 lorn
r \ ~~} Kaiu.·sI1'1~~rirrtar !\~isra
" .:, 't 1, ,, ;. (C--11,) Ii,,..... 1,
UilarPredeoh ~~~;:m<in tis;,:,D~ESH CHANDRA
..., (A.RE.) U.P.R.N.N.LTD.
SAPL PART A5 P. No. 57
(4) (5)
345 RM
1 set
1 no
1 set
1 no
()
t, ~~q)ffiq ~ li'ITTT
~XXl-<'Rlr.ra;
DIAL 100
(6) (7)
-
.
393,100.00 393, 100.00
35,000.00 35,000.00
.
473, 100.00 473, 100.00
40,000.00 40,000.00
OUTER WATER SUPPLY - ABSTRACT BOQ
U P NIRMAN NIGAM LTD. DIAL 100
(1} (2) (3) (4) (5) (6) (7)
Collecting, fixing, testing and commissioning of
dewatering lift pumps for PHE I Fire Pump room (Submersible type) of adequate HP, capable of giving a
3 required discharge at suitable head to work on 3Ph 50Hz,
'400/440V with necessary unions, flanges, non return
valves , other valves, with water level 'controller with --1-.•=~- _,_ Make: DP pumps/ ITI/GRUNDFOS
3a Drain water lift pumps at pump room collection pit at
numo rooml1 workina + 1 stand bv = 1 set) 1.2 Lps@15 m Head. Market rate 2 Nos 53,000.00 106,000.00
Collecting, fixing, testing and commissioning of
dewatering lift pumps for amphitheatrer(Submersible
type) of adequate HP, capable of giving a required 4 discharge at suitable head to work on 3Ph 50Hz,
'400/440V with necessary unions, flanges, non return
valves , other valves, with water level 'controller with
Make: DP pumps/ ITI/GRUNDFOS
4a Drain water lift pumps at pamphitheatre area collection
oit at oumo room(1 workina + 1 stand bv = 1 set) 1.2 Lps@ 15 m Head. Market rate 2 Nos 53,000.00 106,000.00
Collecting, fixing, testing and commissioning of Filter
feed Centrifugal pumps for domestic water from Raw
water sump to treated water sump through the treatment 5 Filter .The system shall comprises of 2 nos (1 working &
1 no. 100% stand by pump) including with necessary
unions, flanges, non.return valves , other valves,.
Make : DP pumps/ ITI/GRUNDFOS
5a Domestic water from Raw water at pump room (1
workina + 1 stand bv = 1 sell 3 Lps@ 30 m Head. Market rate 2 Nos 45,100.00 90,200.00
'
Collecting, fixing, testing and commissioning of Filter
feed Centrifugal pumps for domestic water from Rain
water sump to treated water sump through the treatment 6 Filter .The system shall comprises of 2 nos (1 working &
1 no. 100% stand by pump) including with necessary •
unions, flanges, non return valves , other valves,.
Make : DP pumps/ ITI/GRUNDFOS
6a Domestic water from Rain water at pump room (1
workina + 1 stand bv = 1 set) 3 Lps @ 30 m Head. Market rate 2 Nos 45,100.00 90,200.00
Electrical Control panel /starters for complete operation Market rate 1
LS 385,000.00 7 385,000.00 of Pumoina svstem.
n E WATER TREATMENT PLANT!,;,_ 'i\,n i(
Kaiwalya . '/ ,y-mar Misra_ <y ~ j1q1~-oq
A~- _E. (~ivil) UMESH CHANDRA ~~ wm'r !Jtt,ar Pradesh Rajk1ya N1rman Nigam Ltd. (A.R.E.) ~ XXI- -w;r;ra;
l.!Jckno.w. . U.P.R.N.N.LTD.
SAPL PART A5 P. No. 58 OUTER WATER SUPPLY - ABSTRACT BOQ
~-<-,---2- -·--··'·-.- '-··--·-·"·"·· ,. ··-·-··" .. · .. " '--- .------ --·-·.--·--·-···-··· ';._····"··.---.--." .. ·,_,, __ ·--·-.-- ·-·-··---·-·-------'"- --·---··----- ----- ------~-
U P NIRMAN NIGAM LTI>. DIAL 100
(1) (2) (3) (4) (5) (6) (7) Supplying, installing, testing and commissioning approved make pressure sand filter of MS construction
.with necessary equipment complete with ·Frontal piping,
pneumatic valves, suitable supports for mounting, 1 pressure guage, orifice plate etc .. ,complete as per the
detailed specification for the efficient working of system.
The maximum working Pressure shall be
3.5Kg/Sqcm.(Note Pump quantity included in part VII
-- ··- _Qum~e=~.c-:n.riG<"\ ·- ·--··-- - --- ···-·-··-·----Capacity Max flow rate = 3.0cum/hr Market rate 1 No. 180,000.00 180,000.00
---· ····-·-·---- ·-·- -----
-----·-··---·-- --·-·· -----· ,, __
----- ·----·---- -----·----- -·-----Supplying.Installing, testing and commissioning approved
make Raw water Pressure sand filter with necessary accessories complete with Frontal piping,valves,suitable
supports for mounting pressure guages,orifice plates.The 2 filter shall be made of FRP with necessary protective
coating.The cost of filter shall also include initial charge of
underbed & multi-grade filter media to suit the
requirement etc.,complete as per the standards.
--- -----·--·-- -·-
--Max. working pressure = 3.5kg/sqcm
--------- --- -------- -- _ .. :. -- ----- - - ------------------------- ----- ---· -------
Max flow rate = 3.0cum/hr,at 2 hrs cycle Market rate 1 No. 235,000.00 235,000.00 ·---- --···- -------- - - - - - - - ---- I. .. ----- -------- --- --- -- - ------ -----
' --------------------- -------- ·------ ---- - ---- ------- ---· . ----------
Supply;ng, installing, testing and commissioning No.
approved make activated carbon filter in MS vessel construction with internals, electrical control system
3 complete with Frontal piping, valves, suitable supports for Market rate 1 45,000.00 mounting, pressure gauge, orifice plate etc .. , complete as
per the detailed specification for the efficient working of
system. The maximum working Pressure shall be 3.5 Ko./So~m ____________ 45,000.00
---- ·------- --------· .. - ----------- -~-----
' Max flo-"' rate_= 3.0cum/hr,at 2 hrs cyc!EJ __
""--~------ --·- ----Supplying, installing, testing and commissioning of on line No.
4 Automatic Electronic Metered Chlorine Dosing pump
Market rate 1 29,000.00 system including a 100L capacity storage tank etc.,
q,mplete. __ 29,000.00 "
' ----
---- ·- -··---- ·-··- --···----·--- ·--·---- ----· --- -·------------Supplying, installing, testing and commissioning inter unit
piping with necessary flanges, bolts, nuts, neoprene
5 gaskets, welding wherever necessary, with necessary
Market rate 1 Lot 50,000.00 50,000.00 control valves, non return valves etc and with one coat of
primer and two coats of approved enamel paint etc.,
----- _ :com_nle_tP. _________________ _ --------------- - "." -- -- ------------ " -
------- ---- -----------------. ---- - ---- -------------------- - ..... ---------·· -----6 :L_evel Switch for pumpcontrol _ Market rate 1 No. 6,850.00 _ _ -- 6,850.00 - ----- --------------------- - -----· -· - ---- -
-· ---------- -- ------------- . -- ----- " - - - -------
7 Supply, installing, testing and commissioning of water
Market rate 1 No.
16,000.00 16,000.00
Flo"' meter to measure 0- 5 cum/hr,_etc., complete ' """
---------- -- ------------------ ' - --- - -------- ----- -- - -- - - ---- -------
8 Electrical Control panel /starters for complete operation
Market rate c.S 135,000.00
1 • of IJVT!' System
------ ----- --- --------------- . --1---- .. -------- -- ---------------- - ----
-
F SOLAR HOT WATER GENERATION SYSTEMS / -
A .:J --,v ~ Kaiwab· imar Misra y
A R. E. (Civil}
-,y UMESH CHANDRA ~~<ll~~q
~'111ITT'i ,Utiar Prade5h Rajkiya Nirman Nigam Ltd. SAPL Lucknow.
' . . (A.R.E.) P-A-R'IRA5'.P1.ffllD59 ~ XXO~ATER SUPPLY - ABSTRACT BOQ
UP NIRMAN NIGAM LTD.
(1)
1
SAPL
.
(2) (3)
Supplying.Installing, testing and commissioning approved
make solar panel including tank of 250 liter compleate· Market rate
TOTAL PART -A5
~ UMESH CHANDRA
(A.R.E.)
U.P.R.N.N.LTD.
PART A5 P. No. 60
(4)
1 sets
(5) (6)
Nos. 195,000.00
-i:iu'i'R:: -it q I fd q ~"111ITTT
~XXI-~
DIAL 100
(7)
195,000.00
4,094,803.20
OUTER WATER SUPPLY - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTI:>. DIAL 100
TENDERS FORPROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION Based on UPPWD Schedule of Rates 2015 -16, Lucknow &
................................................... DSR.2014 .. followed .................................................. .. DSR 2014 Rate I SOR 2015 -
SI. No. DESCRIPTION OF ITEMS 16 / DERIVED DSR (AS PER
SOR RAW MATERIAL SCH. No. QUANTTY UNIT
.... RATES) .. Rate /.AS .. PER .. MR .... RATE AMOUNT
(1) (2) (3) (4) (5) (6) (7)
PART B: FINISHES 1 Providing and fixing of 8mm thick ARMSTRONG ·
AMBIENCE PLUS I AMBIENCE PREMIUM or Equivalent
Laminated wooden flooring, Classification of Use 23/32
(Heavy Domestic/General Commercial) with a Surface
Abrasion Resistance of class AC4 (average 4500 cycles),
Impact Resistance of IC2 (EN13329), Resistance to
Cigarette Burn with a rating of 5 (EN 438-2:15), Swelling
after 24 hrs in water of 15% (EN13329), Modulus of Rupture
of 53.3 newton/mm2, Internal Bond 1.78 newton/mm2,
Surface Soundness of 1.3 newton/mm2 (EN 13329:2000) MARKET
with a 0.2mm thick·wear layer on top of a High Density Fiber RATE
substrate core (density> 850 Kg/M3) of plank size 1214 mm
X 192 mm /1286 X 192mm having Unilin Click System
locking arrangement (lock strength > 1000 lbs/ft) with an
underlayment made of natural colour foam , with
accessories like End profile, Transition profile, reducer, etc.
complete. The rate includes cost of all materials, .
accessories, labour, HOM, etc., complete at all levels. (The
make, Shade, pattern etc., to be approved by Architect). - ·
...... . .. . .... _(_f3.a.s._i_c;_ '.a..'". .. "~ a.1_1_?.".. l:?.:!.9-~9..!'."'. .. ~~'.") . . .. . . . . . . . ..... . . . . .. .. . .. .. .. .. .. .. ... .. . ..... .... ...... .. . ........ ..... .... . . .. .. ... .. .............................. .
................... STILT_FLOOR ................................................................................................................................................... 299.00 ... sqm ................ 4470.00 ............. 1336530.00
................... GROUND_ FLOOR .......................................................................................................................................... 375.00 ... sqm ................. 4470.00 ............. 1676250.00
.............. F..113~.! .. F.~.Q9.13.................. ................................................................ ... .. ........................... -- ... sqm .......... 4470.00 ..... .. .................. ..
................... SECOND _FLOOR ........................................................................................................................................... 733.00 ... sqm ... .............. '.l.'.l.!9.:.0..0. .............. 3..2..7..?.!>.~.0..:9.9.
........ . ... Jl:ili31:J. .f..l.:9.9.13.. . . . . .. .... .. .. .. . .. ... . ... . ...... .... ... . . .. .......... 239.00 Sqm . . .. '.\.'.\.!9.:.0..0. ... ~.0.?.?.3..3..9:99 ........... I.E.'1313/.'.i::.E=..F.\9.9.13...... . ... .... . . . ... .............. ... . . . ........... ... .. .... . --- .. Sqm.. .. ...... '.\.'.\.!9.:.0..0. ......................... ..
2 Providing & fixing 8mm thk., 100mm high wooden skirting of
ARMSTRONG AMBIENCE PLUS I AMBIENCE PREMIUM
or Equivalent approved make. The laminated wooden
flooring plank is cut to the appropriate height & fixed on to
6mm thick Marine ply backing. Abeading (matching color) is
:fixed on top to finish the skirting edge.Top of the nails will be
finished with sealant of matching color. The Wooden Plank
should exhibit the following properties. MARKET
Classification of Use 23/32 (Heavy Domestic/General RA TE
Commercial) with a Surface Abrasion Resistance of class
AC4 (average 4500 cycles), Impact Resistance of IC2
(EN 13329), Resistance to Cigarette Burn with a rating of 5
(EN 438-2:15), Swelling after 24 hrs in water of 15%
(EN13329), Modulus of Rupture of 53.3 newton/mm2,v ~ .
' ')" ~- ilf% Internal Bond 1.78 nemon/mm2, ~JJ Jll'tm"=,a,
.......................................... Kai~va f~ E. ~~I~ Misra ........ UMESH ·CI-1f ~:~J ~xx, .... ''"'"" . ...................................................................... .
d I R 'I' N'rman Ninam ltd. U.P.R.N.N.LTD. SAPL 1-JttarPraes, BJ.(lyail,' ., PARTII[FINISHESJ-P.No.61 ABSTRACT BOQ
·.~ !I·
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
.
(1) (2)
Surface Soundness of 1.3 newton/mm2 (EN 13329:2000)
with a 0.2mm thick wear layer on top of a High Density Fiber
substrate core (density> 850 Kg/M3) of plank· size 1214 mm
X 192 mm /1286 X 192mm having Unilin Click System
locking arrangement (lock strength> 1000 lbs/ft). The cost
includes all materials, labour, beading, accessories, beading
·etc., complete at all levels. (Sample to be approved by the
·architect). (Basic rate shall be Rs.1050 per Sqm) .
(3) (4) (5) (6) (7)
.......................................................................................................................................................................................................................... ................. .......................................................................... . STILT FLOOR 94.00 Rm! 525.00 49350.00 ...................................................................................................................................................................................................................................................................................................................... GROUND FLOOR 92.00 Rm! 525.00 48300.00 ......................................................................................................................................................................................................................................................................................................................
................... FIRST.FLOOR ............................................................................................................................................................. --- ... Rmt .................... 525.00 ........................................ . SECOND FLOOR 274.00 Rm! 525.00 143850.00 ...................................................................................................................................................................................................................................................................................................................... THIRD FLOOR 130.00 Rm! 525.00 68250.00 TERRACE FLOOR -- Rm! ' 525.00 ......................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................. ....................................... ................. .......................................................................... . 3 CARPET FLOORING (Roll Form) : Providing and laying of
eco solution Q premium branded nylon base Carpet or
EQUIVALENT of eco worx secondary backing of approved
colour and make (Imported) with proper adhesives (Pidilite
or Equivalent) and foam backing. Joints to be finished
neatly. (The Colour, Shade, pattern etc., to be approved by
Architect). -
The Carpet should exihibit following charecteristics:
1. Dye method - 100% solution d:,,ed
2. Protective Treatment(s) - SSP Soil Protection.
3. tufted weight- 1152.80 g/m2
4. Gauge -47.24 per 10 cm
5. Stiches per Inch - 39.37 per 10 cm
6. Finished Pile Thickness - 4.29 mm
7. Total Thickness - 8.46 mm
8. Average density - 13.49 kilotex
9. Product Size - 3.66m
11. Secondary backing - Ultraloc®
12. radiant panel - Class I
13. nbs smoke - less than 450
14. Electrostatic Propensity- less than 3.5kv
(Basic cost including VAT at Rs. 460 /- per Sqm.)
MARKET
RATE
I
.............................................................................................................................................................................................................. " .................................................................................................. ..
................... STILT_FLOOR ...................................................................................................................................................... 64.00 ... Sqm ___ .............. 1800.00 ................ 1.15200.00
................... GROUND __ FLOOR .......................................................................................................................................... 629.00 ... Sqm ___ .............. 1.800.00 ............. 1.132200.00
................. ..flRST_FLOOR ............................................................................................................................................................ --- ___ Sqm ___ .............. 1_800.00 ................................... --
··················· SECOND_FLOOR ................................................................................................................................................. 5.00 ... Sqm ___ .............. 1.800.00 .................... 9000.00
................... THIRD_FLOOR ....................................................................................................................................................... 5.00 ___ Sqm ___ .............. 1.800.00 ..................... 9000.00
:::::::::::::: TERRACE: FLOO::\i\ \,0.:::::: : ::::::::::: :::::: :: ::::::::::::::::: ::::::::::::::::: :::::::: 0 __ ---1::Sqm:: ::::::::::: 1800.°.°. : :::::::::::::::::::::::::::::
Kaiwalya Wm'ar Misra cfJ/' t_, A. R. E. {Civil) UMESH CHAl\fDR ~ -'Jl\qlffiq
Uilar Pradesh Rajkiya Ninnan Nigam Ltd. • :_A ~ ll'ffil Luck (A.R.r:.) =='
now. U.P.R.N.N.LTD ..... XXI- m;r;ra;
SAPL PART II [FINISHES] - P. No. 62 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
.
(1) (2)
4 Providing and fixing of Dry Cladding with CLAY TILES
manufactured by 'WIENERBERGER' Aspect make or
EQUIVALENT standard natural of approved colour and size
of 600mm x 300mm x 20mm thick all as per manufacturer
instructions. Frame work of aluminium Vertical & Horizantal
(3)
rails fixed to wall with clamps and anchor bolts. Tiles to be MARKET
fixed with necessary clips, top, middle and Bottom. The rate RATE
quoted should include for all material, labour, scaffolding
and staging and cleaning of surface after the completion of
work. Gap on top , bottom to be covered with Plain Colour
coated sheet 1mm thick with necessary clamps, etc.,
complete .
(4) (5) (6) (7)
................... STILT_ FLOOR........................... ............................... ............................. .......... . ..................... 250.00 ___ Sqm ___ .............. ?.?.9.'.\.:.9.9 ............ ).1_Cl8._!J_Cl_Cl,QQ
................... GROUND __ FLOOR .......................................................................................................................................... 330.00 ___ Sqm ___ .............. ?.'3.=3.'.\.:.9.9 .............. ).8..5..9..?.?_Cl,QQ
................... FIRST_FLOOR ................................................................................................................................................. 405.00 .. Sqm ___ ............. 5634.00 ............. 2281770.00
................... SECOND _FLOOR .. _ ....................................................................................................................................... 580.00 ___ Sqm ___ .............. 5634.00 ............ 3267720.00
................... T.1:i.1.'3:1:J..E.~.<?.9.13:............................................................................. . ............. 820.00 ___ Sqm ___ .............. 5634.00 ............ 4619880.00
......... . !..§'3:'3:f:ll::(:. __ f..~.<?.9./3:..... ... ............ .. .. .. . ...... . ...... ......... . . ........ -- _Sqm . . ... 5..~~1.,QQ ........................ .
5 Providing and fixing GI Clip in Metal Ceiling System of
600x600 mm module which includes providing and fixing 'C'
wall angle of size 20x30x20 mm made of 0.5 mm thick pre
painted steel along the p~rimeter of the room
with help of nylon sleeves and wooden screws at 300 mm
center to centre, suspending the main C carrier of size ·
1 Ox38x10 mm made of G.I steel 0.7 mm thick from the soffit
with help of soffit cleat 37x27x25x1 .6 mm, rawl plugs of size
38x12 mm and C carrier suspension clip and main carrier
bracket at 1000 mm etc. Inverted triangle shaped Spring
Tee having height of 24 mm and width of 34 mm made of GI
steel 0.45 mm thick is then fixed to the main C carrier and in
direction Perpendicular to it at 600 mm centers with help of
suspension brackets. Wherever the main C carrier and
spring T have to join, C carrier and spring T connectors
have to be used. All sections to be galvanized @ 120
gms/sqm (both side inclusive), fixing with clip in tiles into
spring 'T' with :
GI Metal Ceiling Clip in plain Beveled edge global white
color tiles of size 600x600 and 0.5 mm thick with 25 mm
height, made of G I sheet having galvanizing of 100
gms/sqm (both sides inclusive) and electro statically 12.54.1 I
polyester powder coated of thickness 60 microns 208
(minimum), including factory painted after bending. - FOR
TOILETS
Sqm
.................. _:,.:r.r.~:r..~~QQ[3 ....................................................................................................................................... 142 .00 ___ Sqm ................. 1682 .60_ ............... 238929 .20
.................. C3..f3.<?lJ..f-:J.l?. .. ~~9.9..'3: ................................................................................................................................ 142_.00 ___ Sqm ___ .............. 1_682.60 ............... 238929.20
................... FIRST FLOOR ................................................................................................................................................. 124.00 ___ Sqm ___ .............. 1.682.60 ............... 208642.40
................... SECOND __ FLOOR ......................................................................................................................................... 142.00 ... Sqm ___ .............. 1682.60 ............... 238929.20
................. ~:r.:~.F-~~~~-- ·······~· .. .... .>: .............. ······ .. .. ..... ..... ........ ...... .. .. .. ... .. ..... . .... -~o-8,9.L ~-~=- ... ····· 1-~8.~:.60
Kai1.valy r Misra rJ}/ ~ A. R. . (Civil) ~ l\im==
Utlar Pradesh Rajkiya Ninnan Nigam Ltd. UMESH CHANDRA ~ ~cllfflcJ
181720.80
SAPL Lucknow. PART II [FIN,I,Sl:l!zh-- P. (,;)6~~ xx,~ ABSTRACT BOQ .. N.LTD.
"~-.--.. -·--··:---··-,·.--·---····" .-.,' .. -·------ ---·--·-·--·------··-----··. -- --·---·-----------·---------·-----'" ·'·""·"·-·····.· -----·. "'·'"·.··-·---"·;-, ______ ·---~-'
U.P. RAJKIYA NIRMAN NIGAM LTD. DIALIOO
(1) (2)
6 Providing and fixing tiled false ceiling of approved materials
of size 595x595 mm in true horizontal level, suspended on
inter locking metal grid of hot dipped galvanized steel
sections ( galvanized @ 120 grams/ sqm, both side
inclusive) consisting of main "T" runner with suitably spaced
joints to get required length and of size 24x38 mm made
from 0.30 mm thick (minimum) sheet, spaced at 1200 mm
center to center and cross "T" of size 24x25 mm made of
0.30 mm thick (minimum) sheet, 1200 mm long spaced
between main 'T' at 600 mm center to center to form a grid
of 1200x600 mm and secondary cross "T" of length 600 mm
and size 24x25 mm made of 0.30 mm thick (minimum) sheet
to be interlocked at middle of the 1200x600 mm panel to
form grids of 600x600 mm and wall angle of size 24x24x0.3
mm and laying false ceiling tiles of approved texture in the
grid including, required cutting/making, opening for services
like diffuserc, grills, light fittings, fixtures, smoke detectors
etc. Main "T" runners to be suspended from ceiling using GI
slotted cieats of size 27 x 37 x 25 x1 .6 mm fixed to ceiling
with 12.5 mm dia and 50 m'TI long dash fasteners,
4 mm GI adjustable rods with galvanised butterfly level clips ·
of size 85 x 30 x 0.8 mm spaced at 1200 mm center to
center along main T, bottom exposed width of 24 mm of all
T-sections shall be pre-painted with polyester paint, all
·complete for all heights as per specifications, drawings and
(3}
as directed by Engineer-in-charge. - 12.5 mm thick fully
Perforated Gypsum Board tile made from plasterboard 12.52.4 /
having glass fibre conforming to IS: 2095 part I, of size 207
595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm
c/c with center borders of 48 mm and the side borders of 30
mm, backed with non woven tissue on the back side, having ·
an NRG ( Noise Reduction Coefficient) of 0.79, with 50 mm
resin bonded glass wool backing .
(4) (5) (6) (7)
I
Sqm
................... STILT_FLOOR .................... · ........................................................................................................................ 1136.00 ... Sqm ................. 1.155.20 ............. 13_12307.20
................... GROUND_FLOOR ...................................................................................................................................... 4574.00 ... sqm ___ .............. 1.155.20 ............ 5283884.80
................... FIRST_FLOOR .................................................................................................................................................. 386.00 ... Sqm ................. 11_55.20 ............... 445907.20 SECOND FLOOR 2100.00 Sqm 1155.20 2425920.00
................... THIRD_FLOOR ............................................................................................................................................... 1364.00 ... Sqm ___ .............. 1.1_55.20 ............. 1575692.80
................................ ~k ............................................................. 91 ................................................ . Kaiwa!~Kumar Misra ~ t,_
A. R. E. (Civil) UMESH C . !)llarPradesh Rajkiya Nirman Nigam Ltd. HAND RA
Lucknow. u PR N (A.R.E.) . · · .N.LTD.
SAPL PART II [FINISHES] - P. No. 64
.'l1l1Rf ~rr) q~1=tt1~q
~ l!'ITT\ ~XXI-~
ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7) 7 Providing and fixing false ceiling at all height including
providing and fixing of frame work made of special sections,
power pressed from M.S. sheets and galvanized with zinc
coating of 120 gms/sqm (both side inclusive) as per IS : 277
and consisting of angle cleats of size 25 mm wide x 1.6 mm
thick with flanges of 27 mm and 37mm, at 1200 mm centre
to centre, one flange fixed to the ceiling with dash fastener
·12.5 mm dia x 50mm long with 6mm dia bolts, other flange
of cleat fixed to the angle hangers of 25x10x0.50 mm of
required length with nuts & bolts of required size and other
end of angle hanger fixed with intermediate G.I. channels
45x15x0.9 mm running at the spacing of 1200 mm centre to
centre, to which the ceiling section 0.5 mm thick bottom
wedge of 80 mm with tapered flanges of 26 mm each having
lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in
a direction perpendicular to G.I. intermediate channel with
connecting clips made out of 2.64 mm dia x 230 mm long
G.I. wire at every junction, including fixing perimeter
channels 0.5 mm thick 27 mm high having flanges of 20 mm
and 30 mm long, the perimeter of ceiling fixed to ......................................................................................................................................................................................................................................................................................................................
with 25mm long dry wall screws @ 230 mm interval,
including fixing of gypsum board to ceiling section and
perimeter channel with the help of dry wall screws of size
3.5 x 25 mm at 230 mm c/c, including jointing and finishing
to a flush finish of tapered and square edges of the board
with recomme-nded jointing compound , jointing tapes ,
finishing with jointing compound in 3 layers covering upto
150 mm on both sides of joint and two coats of primer
suitable for board, all as per manufacturer's specification
and also including the cost of making openings for light 12.45.4 I fittings, grills, diffusers, cutouts made with frame of
perimeter channels suitably fixed, all complete as per
drawings, specification and direction of the Engineer in
.Charge but excluding the cost of painting with : - Fully
Perforated Gypsum Plaster Board of size 1200 x 2400x12.5
mm having approx. 15 % perforated area wi~h perforation
size and pattern as approved by the Engineerincharge and
as per manufacturer's specification, with all 4 side tapered
and backed by acoustical tissue with NRG value not less than 0.60
205 Sqm
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. .......................................................................... .
::::::::: :: ;~i~~~~1}oR::::::::: :::::::::: ::::::::::: :::::::::::: :::::::::::::: ::: :::::: ::::::::: ::: ::::: :::: 3~:::~~ ::~~~:::!::::::::::::: ;~;;:;; :: :::::: :~~~;;;::~ .................... ?.§.<::_<:l_f:J_i:> .. ~~9..<:l.f3 ...................................................................................................................................... 1820.00 ___ Sqm ___ .............. 1.236.35 ............ 2250157.00
................... .!.J:i.lf.l:1:J ... F.Y?.9.13 ......................................................................................................................................... 1182.00 ... sqm ___ .............. 1.236.35 ............. 1461365.70
................................................................................................................................................................................ 8 Providing Acoustic treatment to walls of auditorium as per
the detailed drawing using the specified materials as per MARKET
drawing details and instruction from Engineer in Charge. RATE 659.54 Sqm 3500.00 2308390.00
····························Kai;;v2.i:»fumar.Misra····· ........ ...... <if... ···-~ .......... :::::::::::::::::::::::::::: A. R. E. (Civil) UMESH CHANDRA ~ ~q\H\q
Ultar Prnd8sh Rajkiya Nirman Nigarn Ltd. (A.R.E.) ~ =~ L , •q••a XX\·~ UCKnow. PART II [FINI$l-.il:'sj.!)l~.m.o,s SAPL ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
RATE
9 Providing and fixing chairs for Auditorium as per the drawing MARKET details and instruction from engineer in charge. 2850000.00 300.00 Nos 9500.00
.................. , ................................................................................................................................................. , ....................................................................................................................... , ........................ .
SAPL
TOTAL PART B-1 49923509
Q.~ rP/ . KaiwalyfKumar Misra UMESH CHANDRA
ARE. (Civil) (A.R.E.) Uttar Prads:,h Rajkiya Nirman Nigam Ltd. U.P.R.N.N.LTD.
Lucknow.
PART II [FINISHES] - P. No. 66
~ 'lflqlifrjq
~ >l"ITTI ~XXI-~
ABSTRACT BOQ
U.P. RAJKIYANIRMAN NIGAM LTD.
SI. No. DESCRIPTION OF ITEMS
(1) (2)
DIAL 100
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
.................................................. DSR.2014 followed ................................................... .
SCH. No. QUANTTY UNIT
DSR 2014 Rate I SOR 2015-
16 I DERIVED DSR (AS PER
SOR RAW MATERIAL
.... RA TES) .. Rate /.AS .PER .. MR .... RATE AMOUNT
(3) (4) (5) (6) (7)
......................................................................................................................................................................................................................................................................................................................
..... sG ...... STRUCTURAL_GLAZING ................................................................................................................................................................................................................................... .
... SG .. 1 .... Vision_ Panels ................................................................................................................................................................................................................................................................. . Providing, assembling and supplying vision glass panels
(IGUs) comprising of hermetically-sealed 6-12- 6 mm
insulated glass (double glazed) vision panel units of size
and shape as required and specified, comprising of an
outer heat strengthened float glass 6mm thick, of approved
colour and shade with reflective soft coating on surface # 2
of approved colour and shade, an inner Heat strengthned
clear float glass 6mm thick, spacer tube 12mm wide,
dessicants, including primary seal and secondary seal
(structural silicone sealant) etc. all complete for the required
performances, as per tile Architectural drawings, as per the
approved shop drawings, as specified and as directed by
the Engineer-in-Charge. The IGUs shall be assembled in
the factory/ workshop of the glass processor. (Payment for
fixing of IGU Panels in the curtain glazing is included in cost
of item No.26.2) For payment, only the actual area of glass
on face# 1 of the glass panels (excluding the areas of the
grooves and weather silicone sealant) provided and fixed in
position, shall be measured in sqm .
.......................................................................................................................................................................................................................... ................. .......................................................................... . (i) Coloured tinted float glass 6mm thick substrate with
reflective soft coating on face # 2, + 12mm Airgap + 6mm
Heat Strengthened clear Glass of approved make having
properties as visible Light transmittance (VL T) of 25 to 35
%, Light reflection internal 10 to 15%, light reflection
external 1 O to 20 %, shading coefficient (0.25- 0.28) and U
value of 3.0 to 3.3 W/m2 degree K etc. The properties of
performance glass shall be decided by technical sanctioning
authority as per the site requirement.
26.3 I
394 &
395
830.00 Sqm 5500.00 4565000.00
......... .......................................................................................... . ................................................................................................................................................................................................. ..
................... , ................................................................................................................................................................................................................................................................................................. . SG 2 Extra for openable side I top hung vision glass panels
(IGUs) including providing and supplying at site all
accessories and hardwares for the openable panels as
specified and of the approved make such as heavy duty
stainless steel friction hinges, min 4 -point cremone locking 26.4 I
sets with stainless steel plates, handles, buffers etc. 395
including necessary stainless steel screws/ fasteners, nuts,
bolts, washers etc. all complete as per the Architectural
55.00 Sqm 3062.25 168423.75
drawings, as per the approved shop drawings, as specified t ................... ~-~~-~i<:::;::~,~::~:-~h-~'.g_e: ................. uMEsH-·ct;~A ·····~ ~~~ .................. ·········································
A. R.. E. (Civil) . (A.R.E.) ~ XXI-~ SAPL IJta,· :r:::::,j·, i".r:U:;a Nirman N1gam~~T - B II [STRL.f Gf?A'Z!t!IGJ.E.1fDNo. 67 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
SG 3 Providing, fabricating and supplying shadow box of required ·
size and shape, for fixing in the spandrel portion of the
structural glazing, in linear as well as curvilinear portions of
the building. by providing semi -rigid, inorganic, non
combustible fibre glass wool insulation 50 mm thick,
conforming to IS: 8183 and BS: 3958 Part 5. The insulation
layer shall have facing (factory bonded on surface # 1 of the
fibre glass insulation layer), of black nonwoven fibre glass
tissue of nominal thickness 0.5 mm and nominal mass not
less than 60 gm I sqm, made of randomly oriented glass
fibres distributed in a binder by a wet-lay process including
fixing 1.5 mm thick solid aluminum sheet backing using, 6
mm thick cement board including SS rivets, nuts, bolts,
washers etc complete .. (Double Glazed Facade)
Designing, fabricating, testing, installing and fixing in
position Curtain Wall with Aluminium Composite Panel
Cladding, with open grooves for linear as well as curvilinear
portions of the building, for all heights and all levels etc.
including:
(3)
26.51
395
DIAL 100
(4) (5) (6) (7)
98.00 Sqm 1634.50 160181.00
............................................................................. · ...................................................................................................................................................................................................................................... .. a) Structural analysis & design and preparation of shop
drawings for pressure equalisation or rain screen principle
as required, proper drainage of water to make it watertight
·including checking of all the structural and functional design ..
b) Providing, fabricating and supplying and fixing panels of
aluminium composite panel cladding in pan shape in metalic
colour of approved shades made out of 4mni thick
·aluminium composite panel material consisting of
3mm thick FR grade mineral core sandwiched between two
Aluminium sheets (each 0.5mm thick). The aluminium
composite panel cladding sheet shall be coil coated, with
Kynar 500 based PVDF I Lumiflon based fluoropolymer
resin coating of approved colour and shade on face # 1 and
polymer (Service) coating on face # 2 as specified using
stainless steel.screws, ·nuts, bolts, washers, cleats, weather
silicone sealant, backer rods etc .
•
............................................... (\··~······----···--·--···--····----·--·······························:~················································--·······························--··------··
. ~~ . rD / ::r ~ .J\ctl{{\c\ Kaiwalya Kumar Mrsra - 7 ~ ~
• , A. R. _E. (C.ivil) . UMESH CHANDRA ~ XXI-~ Uitar Praoesh Ra1k1ya N1rman N1gam Ltd. (A.R.E.)
Luc,mow. .. U.P.R.N.N.LTD.
SAPL PART - B ll [STRL. GLAZING] - P. No. 68 ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) c) The fastening brackets of Aluminium alloy 6005 T5 I MS
with Hot Dip Galvanised with serrations and serrated
washers to arrest the wind load movement, fasteners, SS.
316 Pins and anchor bolts of approved make in SS 316,
Nylon separators to prevent bi-metallic contacts all complete
required to perform as per specification and drawing The
item includes cost of all material & labour component, the
cost of all mock ups at site, cost of all samples of the .
individual components for testing in an approved laboratory,
field tests on the assembled working curtain wall with
aluminium composite panel cladding, cleaning and
protection of the curtain wall with aluminium composite
panel cladding till the handing over of the building for
occupation. Base frame work for ACP cladding is payable
under the relevant aluminium item.s The Contractor shall
provide curtain wall with aluminium composite panel
cladding, having all the performance characteristics all
complete,
as per the Architectural drawings, as per item description,
as specified, as per the approved shop drawings and as.
directed by the Engineer-in-Charge. However, for the
purpose of payment, only the actual area on the external
face of the curtain wall with Aluminum Composite Panel
Cladding (including width of groove) shall be measured in
sqm. up to two decimal places.
(3)
SG 4 Providing and fixing 12 mm thick frameless toughened glass
SG5
door shutter of approved brand and manufacture, including
providing and fixing top & bottom pivot & spring type fixing
arrangement and making necessary holes etc. for fixing 21.18/
required door fittings, all complete as per direction of 364
Engineer-in-charge (Door handle, lock and stopper etc.to be
paid separately)
Providing and fixing Pull Handle Back to Back fixing, 25mm Dia x 400mm etc, (Hafele make - Code 903.01.614) SS [DERIVE
matt with screws etc., complete. [DERIVED FROM 9.81.1 I D FROM
432] 9.81.1/
432]
SG 6 Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS 6315,
having brand logo embossed on the body f plate with double
spring mechanism and door weight upto 125 kg, for doors,
including cost of cutting floors, embedding in floors as 21 .4_ 1 1 required and making good the same matching to the 362 existing floor finishing and cover plates with brass pivot and
(4) (5)
160.00 Sqm
154.00 Each
77.00 Each
single piece M.S. sheet outer box with slide plate etc.
complete as per the direction of Engineer-in-charge - With _{)
DIAL 100
(6) (7)
4746.25 759400.00
1288.10 198367.22
2039.00 157003.00
stainless steel cover plate minimum 1.25 mm thickness ~ ···································;~~-;~~;~~--~~~;:·····················-~;:··~·· .. ::·~V-··· .................... ~-~ ~~~~---·················································· . . . A.RE. (CiviQ ' vL '--ilh/'JDHA ~ XXI-~
SAPL Ul!ar Pr~desh Rajkiya Nirrnan NigamtffT - B II fdT/L. GLAZil<li:.J.£1). No. 69 ABSTRACT BOQ -liitbw, · -R.N.N.LTD.
U .P. RAJKIY A NIRMAN NIGAM L Tl>. l>IAL 100
(1) (2) (3) (4) (5) (6) (7)
..... cw ..... STICK TYPE.GLAZING ....................................................................................................................................................................................................................................... . CW-1 Providing, fabricating and fixing of STICK TYPE
STRUCTURAL GLAZING using Aluminium extrusions of
64.5mm x 58.00mm x 2.25mm pf 1/73 Kgs/mts for vertical
and horizantal members and 63.5 x 38.1 x 1.33 mm of 0.759
Kg/mt, as outer frame with Electro Anodized Paint coated
block finishing, using 6mm thick imported glass reflective MARKET
hard coated ocean blue raw glass with all necessary RA TE
acessories like ultra glass, sillicon sealant of space tape,
masking tape, glavanized anchor bolt, machine screws,
6mm thick M.S. Angle 50mm x 150mm x 6mm M.S.
galvanizP.d L Brackets, structural sealant setting clocks,
fasteners, wall connection, etc., complete.
TOTAL PART 8- II
Kaiwalya Kumar Misra A. R. E. (Cfviij
· Uttar Pradssh Rajkiya Nirman Nigam Lid. Lucknow.
UMESH CHANDRA (A.RE.)
U.P.R.N.N.LTD.
557.76 Sqm
.
5APL PART - B II [STRL. GLAZING] - P. No. 70
6500.00 3625440.00
9633815
ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
................................................... DSR.2014 followed ................................................... .
SI. No. DESCRIPTION OF ITEMS
SCH. No. QUANTTY UNIT
. (1) (2) (3) (4) (5)
DSR 2014 Rate./ SOR 2015 -
16 / DERIVED DSR (AS PER
SOR RAW MATERIAL
RATES} Rate I AS PER MR
RATE AMOUNT
(6) (7)
................... PART_A-.BOQ for.BUDGET.FIGURE ...................................................................................................................................................................................................... .
................... PART_l_:_STRUCTURE_-COMPOUND_WALL ...................................................................................................................................................................................... .
........ 1 ......... EARTH.WORK ............................................................................................................................................................................................................................................................. . EW 1.1 Clearing jungle including uprooting of rank vegetation,
grass, brush wood, trees and saplings of girth upto 30 cm
measured at a height of 1 m above ground level and removal PWD 259 of rubbish upto a distance of 50 m outside the periphery of 1 75 the area cleared.
EW 1.2 .Earth work in excavation by mechanical means (Hydraulic
excavator} I manual means over areas (exceeding 30cm in.
depth. 1.5 m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto DERIVED
1.5rn, disposed earth to be levelled and neatly dressed. - RATE
ALL KINDS OF SOIL. - For Pile cap Foundation & Masonry 2.6.1 I 72
Foundation. - Depth up to average 0.75 m.
EW 1.3 Filling available excavated earth (excluding rock} in
trenches, plinth, sides of foundations etc., in layers nut DERIVED
exceeding 20cfn in depth, consolidating each deposited RAT 2_25 layer by ramming and watering, lead up to 50m and lift up to 1 75 1.5m.
EW 1.4 Supplying & filling approved earth (excluding rock) brought
from outside in trenches, plinth, sides of foundations etc. in
layers not exceeding 20cm in depth, consolidating each DSR 13
deposited layer by ramming and watering, lead upto 50 m
EW 1.5 CARRIAGE OF MATERIALS using Mechanical Transport
including loading, unloading and stacking beyond 5 Km up 1.1.2 (e +
to 10 Kms. I} I 62
Sqm 4.00
680.50 Cum 136.43 92840.62
326.00 Cum 89.91 29310.66
Cum 324.00
355.00 Cum 210.77 74823.35
:::;:::::~~::::iE~:::~:::::~-1= ;;,:; ------------ ----- ---A. R. E. (Civiij SH CHANDRA ~ wmt
l,k!i;r Pl'iKIZ,ll Rajkiya Ninnan Nigam Lid. (A.R.E.) ~ XXI-~ Lucknow. U.P.R.N.N.LTD.
SAPL PART CI- P. No. 71 COMPOUND WALL - ABSTRACT BOQ
----~-~~~-~--~-~-~~,- ','"o~· -=-=·~----~---·=no,"''. ,.C,,,_.. ·'"''' .'.· .. ,.', ,.,.-,·,,.,., .. .,,,·, "· "~' •·•·•·.-·· .· .• , .•.. ,. _ __c_ ·'~•" "'' ''' .. , .. ,,,·• .... , ·•·,··"'":,,,•,\!'":,,
U.P.RAJ"KIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3)
PCC Providing and laying in position cement concrete of
2.1 specified grade excluding the cost of centering and DERIVED shuttering - All work up to plinth level : 1 :3:6 (1 Cement : 3
RATE coarse sand : 6 graded stone aggregate 20mm nominal
4_ 1 _
5185 size) - For Foundation
(4) (5) (6) (7)
118.00 Cum 6546.05 772433.90
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. ......................................................................... .. PCC Providing and laying cement concrete in Retaining walls,
2.2 return walls, walls (any thickness) including attached
pilasters, columns, piers, abutments, Pillars, Posts, struts,
buttresses, string or lacing courses, parapets, coping bed DERIVED
blocks, anchor blocks, plain window sills, fillets, sunken . RA TE
floor, etc., up to floor five level, excluding the cost of 4_2_2185 centering, shuttering and finishing. - 1:1Y,:3 (1 cement:1Y,
coarse sand:3 graded stone aggregate
20 mm nominal size)
30.50 Cum 8540.75 260492.88
........................................................................................................................................................................................................................................................................... _ ........................................ .
....... } .... F3.E..~l:lY. __ 1v1_1~_c:;9._r-:1c::131::::r:1=....... . . . . ................ . . ................. .. ..... ............... .... . .............................................. ················ R.C.C Reinforced Cement Concrete work in Walls (any thickness),
3.1 including attached pilasters, buttresses, Plinth and string
courses, fillets, columns, pillars, piers, abutments, posts and .
struts etc., up to floor five level, excluding cost of centering, DERIVED
shuttering, finishing and reinforcement. - 1 :1.5:3 (1 Cement : RATE
1.5 Coarse Sand : 3 Graded Stone aggregate 20mm 5.2.2 /96
nominal size) - COPING
14.50 8605.47 124779.32
..................................................................................................................................................................................................................................................................................................................
........................................................................................... ............................................................................................................................. ................. .......................................................................... . 4 STEEL REINFORCEMENT ....................................................................................................................................................................................................................................................................................................................
ST 4.1 Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete 5.22.6 /
UPTO PLINTH LEVEL. - THERMO - MECHANICALLY 99
TREATED BARS .
.............................................................................................................................. ................................... ...................................................... ................. .......................................................................... .
.......................................................................................................................................................................................................................... ................. .......................................................................... . ST 4.2 Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete 5.22A.6 /
ABOVE PLINTH LEVEL. - THERMO - MECHANICALLY 99
TREATED BARS .
2.05 MT 68100.00 139605.00
.......................................................................................................................................... .............................................................................. ................. .......................................................................... .
.......................................................................................................................................................................................................................... ................. .......................................................................... . ST 4.3 Structural steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position
and applying a priming coat of approved steel primer all
complete. - IS ANGLES
10.1 I 173
1.00 MT 67700.00 67700.00
............................................................................................................................................................................................................................... ········ .......................................................................... .
.......................................................................................................................................................................................................................... ................. .......................................................................... . SH 5. C::E.t:-J.!§f3.1.t:-J_<:,.,":t:-JIJ.!31:i.lJ..T.f:E.f31t:-J<:,...... ......... . ............... . .... ....... .. .. ..... ... ...... ........... . ... .......... . ....... .
Centering and shuttering including strutting, propping etc.
and removal of form work for : 4.3 / 86
...................................................................................................................................................................................................................................................................................................................... '"_ "- '_ ,~··::::~ :'"'"' .... r, SH 00 -t ,s - s,m _______ ".,, ______ '"'" M
.. 0 , A. R; _E. (~ivil) UMESH CHANDRA ~ JSTJqiif<1<1 - ,, ,,.~s11 RaJKiya Nirman Nigam Ltd. ~ WIT%
Lucknow (A.R.E.) ="'"" x "' ll PR N •~"• XI-~
SAPL l'~Rrc·:r:1-/.:T~d. 72 COMPOUND WALL - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3)
SH 5.2 Retaining walls, return walls, walls (any thickness). including
attached pilasters, buttresses, plinth and string courses '4.3
.2 1 86
fillets, kerbs and steps etc .
(4) (5} (6) (7)
134.40 Sqm 360.80 48491.52
.......................................................................................................................................................................................................................... ................. ......................................................................... ..
.......................................................................................................................................................................................................................... ................. ............................................. .......................... .. SH 5.3 Centering and Shuttering inlcuding strutting, propping etc.,
and removal of form for : EDGES of SLABS and breaks in 5
.9
.16
.1 1
floors and Walls - under 20 cm wide for Coping 97
1397.80 Rmt 116.40 162703.92
................................................................................................................................................................................ · .................................................................................................................................... .
................... · ................................................................................................................................................................................................................................................................................................. .
........ 6 ........ MASONRY.WORKS ................................................................................................................................................................................................................................................. . MW Coursed rubble masonry (first sort) with hard stone in
342.75 Cum 4527.55 1551817.76 6.1 foundation and plinth with: Cement mortar 1:6 (1 cement: 6 7.6.1 I
coarse sand) 119
......................................................................................................................................................................................................................... .......................................................................................................................................................................................................................... ................. .......................................................................... .
MW Providing and fixing up to floor five level precast cement
6.2 concrete solid block, including hoisting and setting in
position with cement mortar 1 :3 ( 1 cement : 3 coarse sand),
cost of required centering, shuttering complete : - 1 :2:4 (1 4.7.1 I 86
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) - 200mm THICK WALL
.
......................................................................................................................................................................................................................................................................................................................
................... GROUND. FLOOR ................................................................................................... 4.7 .. 1. I .86 ............. 286. 75 ... cum ................. 9334.80 ............. 2..?.!.?.!.~.3..:~9
...................................................................................................................................................................................................................................................................................................................... PL 7.0 PLASTERING ............................................................................................................................................................................................................ PL 7.1 CEMENT PLASTER (IN COARSE SAND) : 20mm cement
Plaster of cnix: 1 :6 (1 Cement : 6 Coarse Sand) -
COMPOUND WALL [13.6.2 I 216] - EXTERNAL PLASTERING
13.6.2 I
216 3100.20 Sqm 220.40 683284.08
......................................................................................................................................................................................................................................................................................................................
................... GROUND.FLOOR .................................................................................................................................................................................................................................................... ..
.......................................................................................................................................................................................................................... ................. .......................................................................... .
... P.8.0 ... PAINTING.WORKS ................................................................................................................................................................. , ................................................................................ . P 8.1 EXTERIOR FINISH : Finishing walls with water proofing
3100.20 Sqm 57.85 cement paint of required shade : New work (Two or more 13.44.1 I coats applied@ 3.84 kg/10 sqm) [13.44.1/ 219] 219
179346.57
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. .......................................................................... .
.... M .. 9 .... MISCELLANEOUS.WORKS ............................................................................................................................................................................................................................. . M 9.1 POINTING ON STONE WORK: Poninting on Stone work
537.60 Sqm 152.85 with cement Mortar 1:3 (1 Cement: 3 Fine Sand)- FLUSH I 13.33.1 I RULED POINTING. 218
82172.16
................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................................................................... ................. ......................................................................... .. M 9.2 Providing and fixing barbed wire weighing 11.40 Kg per
100m (minimum), between the two posts fitted and fixed MARKET
with G.I Staples, turn buckles etc., complete in 6 rows all as RATE 517.15 Kgs 30.00 15514.50
I per drawing.
:::::: .... ::.::::::.:.::::.:.::: .. :::.::::::::: \J\~:::::::::::::::::::::::::::::: : :::::: ::: : .:::::::::::%:: :::::::: ::::::::::::::::::::.. ::::::::::::::::::: Kaiwalya Kw;ar Misra ~ 'JUlR' ~-
A. R. E. (CiviQ UMESH ~ ,r>m) '1"
Lt,,r Prac:-csh Ra;kiya Ninnan Nigam Lid. CHANDRA ~ XXI-~ Lucknow. ; u PR IA.R.E.)
· · .N.N.LTD
I
SAPL PART CI- P. No. 73 COMPOUND WALL - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6} (7) M 9.3 Providing and fixing in position M.S. Sliding gate made from
50mm • 50mm '2.50mm M.S. square pipe with14g M.S.
sheet on both sides encased in 100mm X 50mm X 3.15mm
M.S. square pipe frame, as per the specifications and MARKET drawing with all necessary fixtures and accessories in best 36.00 Sqm 39000.00 1404000.00
RATE workmanship with one coat of Zinc chromite primer and two
coats of symthetic enamel paint of approved colour etc, complete
................... ................................................................................................................................................. ......................... ............................. ................. .................................. .........................................
................... Sliding .gate. includes;.-.......................................................................................... ......................... ............................. ................. .................................. .. ....................................... 1. Italian made Galvanised Wheels (120mm) with ball
bearings and axle with lubrication point
2. Galvanised adjustable upper guide brackets with guide
posts -150 x 75 x 3mm (3 Nos) with nylon rollers
3. End of the run galvanised limit stop
4. M.S. Post 75 x 75 x 3mm with Safety strike - Rail with
C-channel & 20mm bottom bar
5. DITEC electromechanical actuator for Sliding gate
CROSS 18VE comprising of the rugged and powerful drive
unit, integral electronic control unit & in built contact-less magnetic limit-switch with imported galvanized rack (duly hardened and tempered) and key selector, including -flashing light, pair nf Photocells with anodised aluminium vertical mountings etc., complete Capacity: 2400 Kg (13.00 m x 1.80 m & 8.50 x 1.80 m)
.................. ..................... ................................................................................. ....................................... ......................... .................. . ........ . ................. ................................. ..........................................
TOTAL PART C - I
I ~ Kaiwa1ya K ~rMisra -, A ~- _E. (Civil)
.µttar Pr ~dosh Ra1k1ya Nirman Nigam Lkl. Lu~~llQW. ··
SAPL
~
UMESI-I CHANDRA (A.R.E.)
U.P.R.N.N.LTD.
PART CI- P. No. 74
8392542
~
(~
rv
COMPOUND WALL - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE {DIAL
100), LUCKNOW, UTTAR PRADESH.
SI.
No.
(1)
DESCRIPTION OF ITEMS
(2)
PART-C
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
..................................................... DSR_2014_followed ...................................................... . DSR 2014 Rate I SOR 2015 - 16 /
DERIVED DSR (AS PER SOR SCH.
QUANTTY UNIT RAW MATERIAL RATES) Rate I No.
. .......................... AS.PER.MR ......................... . RATE AMOUNT
(3) (4) (5) (6) (7)
........................................................................................................................................................................................................................................................................................................................ 1 RAIN WATER HARVESTING: - 2 Nos.(Rs. 391500/-
Each) 2.00 No 391500.00 783000.00
TOTAL OF PART C - II 783000
Kaiwalya~r Misra ~ A. R. E. (CMI) UMESH CHANDRA
Uttar Pradesh Rajkiya Nirman Nigam Lid. (A.R.E J Lucknoll( ,. .... U.P.R.N.N.LTD . .. _ ..
SAPL PART C III - P. No. 75 RAIN WATER HARVESTING - SUMMARY
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL
SI. No. DESCRIPTION OF ITEMS
(1) (2)
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow
& DSR 2014 followed.
SCH. No. QUANTIY UNIT
DSR 2014 Rate I SOR
2015 - 16 I DERIVED
DSR (AS PER SOR
RAW MATERIAL
RA TES) Rate I AS PER
....................... ~nR. ........................ . RATE AMOUNT
(3) (4) (5) (6) (7)
................................................................................................................................................................................................................................................................................................................
....................... PART_A-_BOQ for_BUDGET_FIGURE ............................................................................................................................................................................................ . PART I : STRUCTURE - OVER HEAD TANK: .................................................................................................................................................................................................................................................................................................................
1 READY MIX CONCRETE .............................................................................................................................................................................................................................................................................................................. Providing and laying in position ready mixed M-40 grade
concrete for reinforced cement concrete work, using fly
ash and cement content as per approved design mix, and
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads,
having continuous agitated mixer, manufactured as per
mix design of specified grade for reinforced cement Derived
concrete work, including pumping of R.M.C. from transit Rate 5.40. 1
mixer to site of laying, excluding the cost of centering, /102
shuttering, finishing and reinforcement, including cost of
admixtures in recommended proportions as per IS : 9103
to accelerate I retard setting of concrete, improve
workability without impairing strength and durability as per
direction of the Engineer - in - charge .
....................... ......................................................................................................................................................................................................... ................................................. .............................. . NOTE- (1) Cement content considered in this item is @
330 kg/cum. Excess/ less cement used as per design mix
is payable/ recoverable separately.
(2) Fly ash conforming to grade I of IS 3812 (Part-1) only·
be used as part replacement of OPC as per IS 456.
Uniform blending with cement to be ensured in
accordance with clauses 5.2 and 5.2. 1 of IS:456 -2000 in
the items of BMC and RMC. - All works ABOVE Plinth
level.
Extra for providing richer mixes at all floor levels. Note:
Excess/less cement over the specified cement content
used is payable /recoverable separately. Providing M-40
grade concrete instead of M-25 grade BMC I RMC.(Note :
Cement content considered in M-40 is @ 360 kg/ cum)
NOTE: CEMENT CONTENT CONSIDERED FOR M 40
is 41 O Kgs/Cum inclusive of 50 Kgs of Fly ash .
5.34.3/101
....................... .......................................................................................... ..................................................... ........... ······· ................................................................................................................. . Add for using extra cement in the items of design mix
over and above the specified cement content therein . 5.35 /101
.................. ......................... \Jc~---- .................................................... -----~ ...... 1.. ............ .1. ................................... ..
l(aiwalir~ <"fJ/' ~ ;( R 17;ar Misra UMESH cH:(NDRA ~ '
l/Jt,1rPradosh R-·,·_E. (C,v1f) (A.R.E.) ~ ~ ..... \d'~1ya N' ~ '" mnan Niaam i"" U p R N N : ·rn ~ XXl-.lucknoiv. ~ ' 6.ly, • · · · • ·
SAPL OHT [STRUCTURE] - P. No. 76 OHT WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) . (2) (3)
ALL WORKS ABOVE PLINTH LEVEL UPTO FLOOR DERIVED
FIVE LEVEL: RATE
5.40.2 I 102 +
5.34.3/101
DIALlOO
(4) (5) (6) (7)
_RMC __ 1.1 _ M _40 __ for_Over_Head_water_Tanks .................................................................................................................................................................................................... . A Columns 2.00 Cum 8908.91 17818 ........................................................................................................................................................................................................................................................................... , ................................... . B Beams 3.50 Cum 8908.91 31181 .................................................................................................................................................................................................................................................................................................................
......... C ......... Bottom_ slab ................................................................................................................................................................. 7 .50 .... cum ............. 8908.91_ ................ 66817 D Walls 10.50 Cum 8908.91 93544 ................................................................................................................................................................................................................... · .......................................................................................... .
.......... E .......... Top _Slab ........................................................................................................................................................................ 5.60 .... cum ............. 8908.91_ ............... 49890
.......... 2 .......... STEEL _REINFORCEMENT ..................................................................................................................................................................................................................... .
ST2.1
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete ABOVE PLINTH LEVEL. - THERMO
MECHANICALLY TREATED BARS.
3 CENTERING AND SHUTIERING
SH 3.1 For Over Head water Tank at Terrace level
5.22A.6 / 3.80 M.T 68100
99
................................................................................................................................................................ A (;entering and shuttering including strutting, propping etc.
258780
and removal of form for : COLUMNS, PILLARS, PIERS, 5_9_6197 18_00 Sqm 553.35 9960 ABUTMENTS, POSTS AND ABUTMENTS.
B Centering and shuttering including strutting, propping etc.
and removal of form for : Lintels, beams, plinth beams,
girders, bressumers and cantilevers - BEAMS & LINTELS 5.9.5 / 97
at all Levels.
C Centering and shuttering incl_uding strutting, propping etc.
and removal of form for : Suspended floors, roofs,
landings, balconies and access platform. - BOTIOM 5.9.3 I 97
SLABS
D Centering and shuttering including strutting, propping etc.
and removal of form for : Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses 5.9.2 / 97
etc.- LIFT CORE WALL
E Centering and shuttering including strutting, propping etc.
and removal of form for : Suspended floors, roofs, 5
_9
_3197
landings, balconies and access platform. - TOP SLABS
4 PLASTERING
PL4.1 18mm Cement Plaster in two coats under layer 12mm
thick cement plaster 1 :5 (1 Cement : 5 Coarse Sand) and
a top layer 6mm thick cement plaster 1 :3 (1 Cement : 3
37.00
29.00
163.00
31.50
Sqm 332.15 12290
Sqm 401.65 11648
Sqm 360.80 58810
Sqm 401 65 12652
Coarse Sand) finished rough with sponge. - EXTERNAL 13.12 / 217 94 Sqm 258.90 24207
PLASTERING FOR CONCRETE SURFACE (OVER. Q HEAD TANK) ~
··· ......... ······Ka-it·,t1iya~·Misra·· <·:::,' .2 ... ···· ····~--- '" -~ ·················· · ······· " 'AR. E (CMf) UMESH CHANDRA "\\¢~~~
Uttar Pra.,esn Ra;k1ya Ninnan Nigam Lid, ( A. R. E.) ~ SAPL Lucknow. ___ .., OHT [STRUltVUR~ll/.P-l.l,IBD77 OHT WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3) (4) (5) (6)
.......... s .......... WATER_PROOFING ....................................................................................................................................................................................... . 1. Cleaning and preparation
The cleaning and preparation of the substrate to which
the WATER PROOFING TREATMENT to be applied must
be carried out thoroughly to leave a sound base for the
DIAL 100
(7}
....................... aoolicali,m .............................................................................................................................................................................................................................................................. . Any laitance present on the surface must be removed
mechanically. Release oil and other contaminants which
may impair adhesion must be removed prior to the application .
....................... ......................................................................................................................................................................................................... ................................................. ............................. .. WATER PROOFING OF RETAINING WALL USING
CRYSTALLINE METHOD for LOW WATER TABLE
....................... REGION: ................................................................................................................................................................................................. .
WP5.1
Providing and applying Crystalline waterproofing
treatment to basement in box type fashion. The crystalline
waterproofing system shall consist of MASTERS.EAL 501,
crystalline waterproofing slurry containing highly active,
deep penetrative, reactive catalysts & MASTERSEAL
502, crystalline watertight reprofiling mortar. Use
MASTERSEAL 502 for all reprofiling work and formation
of vata at all the junctions. Treat all the surfaces using
two coats of MASTERSEAL 501 @ 1 Kg/m2 per coat.
Application as per manufacturers specification. MARKET
Cost to include base preparation including cleaning and RATE
wire-brushing the retaining wall surface, treating the
cracks, construction joints and honey combs by grouting it·
with a specialised non-shrink ceme_ntitious compound, grouting the entire depth of the tie-hole with specialised
non-shrink cementitious col'lpound, plugging I grouting
any minor leakages that occur on the RCC retaining
surface from the inside, curing, all materials, labour, lead,
lift, scaffolding, etc., complete with a guarantee for a
minimum period of 10 years from the date of completion .
....................... ........................................................................................................................................................................................................ ................................................................................ . Over headwater Tank bottom, Top slab and Side walls MARKET
156.50 Sqm 508.80 79627 ................................................................................... _ .. , .......................................................................... RATE .............................................................................................................................. . ....................... ................................................................................................................... , ..................................................................................................................................................................... .
6 MISCELLANEOUS WORKS ............................................................................................................................................................................................................................................................................................................... M 6.1 Providing and Fixing medium duty Mild steel manhole
covers of size 600 x 600 mm with locking arrangements
including painting one coat red oxide paint and two coats MARKET
of synthetic enamel paint of appproved colour. (Minimum RATE
Weight of Cover - 90 Kgs)
4.00 Nos 7200.00 28800
................................................................................................................................................................................................................................................................
SAPL
TOTAL PART C-111
1<:2.:v11siya ~fr'Misra A R. E. (Civil)
UlUr Pradesh Rajkiya Nirman Nigam Ltd. Lucknow. ,
;!}/ UMESH CHANDRA
(A.R.E.)
U.P.R.N.N.LTD.
OHT [STRUCTURE] - P. No. 78
,) 756024
OHT WORK - ABSTRACT BOQ
lJ.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 100),
LUCKNOW, UTIAR PRADESH.
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
DSR 2014 followed . ....................................................................................................................................................
SI.
No.
(1)
DESCRIPTION OF ITEMS
(2)
UGR: STRUCTURE -1 EARTHWORK
Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured
SCH. No.
(3)
EW at a height of 1 m above ground level and removal of rubbish PWD 259 I
1. 1 upto a distance of 50 m outside the periphery of the area 75
cleared.
Earth work in excavation by mechanical means (Hydraulic
excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 m in width as well as 10 sqm _on plan) including
EW disposal of excavated earth, lead upto 50m and lift upto 1.5m, DERIVED
1 _2 disposed earth to be levelled and neatly dressed. - ALL
.KINDS OF SOIL. -For FOUNDATION. - Depth 0-1.50 m.
EW Earth work in excavation by mechanical means (Hydraulic
1.3 excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 m in width as well as 10 sqm on plan) including
RATE
2.6.1172
disposal of excavated earth, lead upto 50m and lift upto 1.5m, DERIVED
disposed earth to be levelled and neatly dressed. RATE
Extra for every additional lift of 1.5 m or part thereof in 2.6.1 I 72
excavation I banking excavated or stacked materials. - ALL + 2.26.1 I
KINDS OF SOIL. - Masonry Foundation. - Depth 1.50 - 3.00 72
m.
DSR 2014 Rate I SOR
2015 - 16 / DERIVED DSR
(AS PER SOR RAW
QUANTIY UNIT MATERIAL RATES) Rate I
AS PER MR ............................. ...................................
RATE AMOUNT
(4) (5) (6) (7)
235.00 Sqm 4.00 940.00
300.00 Cum 136.43 40929.00
300.00 Cum 173.43 52029.00
..................................................................... . ............................................................................................................................................................................. .
EW Earth work in excavation by mechanical means (Hydraulic
1.4 excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto 1.5m, DERIVED
disposed earth to be levelled and neatly dressed. RATE
Extra for every additional lift of 1.5 m or part thereof in 2.6.1 172
excavation I banking excavated or stacked materials. - ALL + 2.26.1 I
300.00 Cum 210.43 63129.00
KINDS OF SOIL. - Masonry Foundation. - Depth 3.00 - 4.50 72
- -. -~-- . --'-'"-' ,, ~. Misnt . . . - ... ' ....... q ;i,:::-: ' ... ' ",;,t ,, " '"' ........ -- ---' . ' .... ' ' --- ---' • A. R. E. (CiviQ UMESH C HANDR ..... ~<iiif'iii'ii'll ............. ··· .. .
SAPL U, ••. r'radesh Rajkiya Nirrnan Nigarn Lltf. PART C 4(i) - [STRJ - p!\rJi'e.~ ~ XXI-~ lJGR - ABSTRACT BOQ Lucknow. , U.RR.N.N.LTD.
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
EW Earth work in excavation by mechanical means (Hydraulic
1.5 excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 m in Width as well as 10 sqm on plan) including
(3)
disposal of excavated earth, lead upto 50m and lift upto 1.5m, DERIVED
disposed earth to be levelled and neatly dressed. RATE
Extra for every additional lift of 1.5 m or part thereof in 2.6.1 I 72
excavation I banking excavated or stacked materials. - ALL + 2.26.1 I
KINDS OF SOIL. - Masonry Foundation. - Depth 4.50 - 6.00 72
m .
DIAL 100
(4) (5} (6) (7)
95.00 Cum 247.43 23505.85
........................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................. ..................................................................................................................... . EW Filling available excavated earth (excluding rock) in trenches,
1.6 plinth, sides of foundations etc., in layers not exceeding 20cm DERIVED
in depth, consolidating each deposited layer by ramming and RATE 2
_25
watering, lead up to 50m and lift up to 1.5m. 1 75
85.00 Cum 89.91 7642.35
........................................................................................................................................................................................................................................................................................................ EW Supplying & filling approved earth (excluding rock) brought
1. 7 from outside in trenches, plinth, sides of foundations etc. in
layers not exceeding 20cm in depth, consolidating each DSR 13
deposited layer by ramming and watering, lead upto 50 m
RO Cum 324.00
......................................................................................................................................................................................................................................................................................................................
.................................................................................................................................................................................................................................. .................................................................................... . EW CARRIAGE OF MATERIALS using Mechanical Transport
210.77 192854.55 915.00 Cum 1.8 including loading, unloading and stacking beyond 5 Km up to 1.1.2 (e +
10 Kms. f) / 62
................................................................. · ............................................................................................................................................................... · ................................................................................... .
.................................................................................................................................................................................................................................. .................................................................................... . SOLING :Supplying & Stacking at Site. - 90 mm to 45 mm
Size aggregate 16.3 / 256
...................................................................................................................................................................................................................................................................................................................... For 10 Sqm Area of 100mm Compacted Thickness, Net
Quantity -
90mm to 45mm - 1.245 Cum
Screening Type A 13.2 mm - 0.285 Cum
Binding Material - 0.09 Cum
..................................................................................................................................................................................................................................................................................................................... EW Supplying & Stocking at Site
1.9 ....................................................................................................................................................................................................................................................................................................................... ·(1). 90mm to 45mm aggregate including 7.5% of Voids in 16.3.1 /
26_00
Cum 1310
.45 34071
_7
0
· ............... Stocking ......................................................................................................................................... 256 .............................................................................................................................. .
.................................................................................................................................................................................................................................. ................................................................................... .. (2). Stone Screening 13.2mm nominal Size (Type A) 16.3.6 /
............... including_ 7 .5%. of. Voids. in .. Stocking·································································· ......... 256 .............................................................................................................................. . 6.00 Cum 1558.15 9348.90
............... , .................................................................................................................................................................................................................................................................................................... . (3). Moorum including 7.5% of Voids in Stocking 16.3.10 I
2.00 Cum 646.35 1292.70 ............................................................................................................................................................................. 256 ............................................................................................................................... .
································V:,ci1
Nz,ly~r-Misra········································<r···························t··································
ARE. (Civil) . Ut1a: ?rzdoeh Rajkiya Nirman Nigamlld. uMESH CHANDRA ~ 'lnqJtd<I
Lucknow. .. (A.R.E.) ~ ~
U.P.R.N.N.LTD. ~ XXI-~
SAPL PART C 4(i) - [STR] - P. No. 81 UGR - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
EW Laying and spreading and compacting stone aggregate of
1.1 O specified size to WBM Specifications in uniform thickness,
handpicking, rolling with 3 wheeled road I vibratory roller 8 -
10 tonne capacity in stages to proper grade and camber,
(3)
applying and brooming· requisite type of screening I bindng DERIVED
material to fill up interstices of coarse aggregate, watering and RATE 16.4
compacting to the required density. / 837
[DERIVED RATE - By Removing ROLLING WITH 3
WHEELED ROAD I VIBRATORY ROLLER 8 - 10 CAPACITY]
DIALIOO
(4) (5) (6) (7)
7.00 Cum 252.21 1765.47
.......................................................................................................................................................................................................................................................................................................................
.................................................................................................................................................................................................................................. ................................................................................... ..
............ ~.111:r.1:!.§f3.~l!§!.f.<:E=.~!.~.E=.III!.=......................... .... ..... ........ .. .. .............. .... . . .............. . ...................... . EW Providing pm-constructional Antitermite treatment by treating
1.11 bottom surface and sides of excavation, fill in immediate
contact with foundation I raft slabs I pile caps I retaining wall
{at . the rate of 5 litres of an emulsion concentrate of 1.0
percent of Chlorpyrifos 20EC or equivalent approved chemical
per square meter of surface area}, treatment to the soil along .
with external perimeter of the building, retaining wall etc. by
punching holes of 12 to 15 mm diameter about 300 to 600 mm
deep at 150 mm centre to centre as close to the wall as ............ , .. =l"lih1,:,..nnrl . .:.n.t .... At .. 1 .. CIQ{ ............................................................................................ ................................................................................................................................................ .
Chloropyrifos at the rate of 7.5 litres emulsion concentrate per
hole and sealing the same with proper filling etc. complete
through approved manufacturers with 10 years guarantee
bond and as per specifications complete {IS 6313 part II)
UPPWD
2014
PAR
105.00 Sqm 250.00 26250.00
..................................................................................................................................................................................................................................................................................................................... Note : 1) The horizontal area of the basement raft for all the
above activities shall be measured for payment.
2) The contractor shall furnish a guarantee for a minimum
period of ten years to maintain the treated area I structure free
from termite . ............... ...................................................................................................................................................... ............................ ................................ .................... .............................. .................................. .
Supplying chemical emulsion in sealed containers including
delivery as specified Chlorpyriphos/ Lindane emulsifiable 2_34_ 1 176 concentrate of 20% - with 1 % concentration .
10.00 Us
............... ...................................................................................................................................................... ............................ ................................ .................... .............................. .................................. .
................................................................................................................................................................................................. .................................................................................................................... .. Diluting and injecting chemical emulsion for POST
CONSTRUCTIONAL anti-termite treatment {excluding the
cost of chemical emulsion} : Along External wall where the
apron is not provided using chemical emulsion @ 7.5 litres I Sqm of the vertical surface of the substructure to a depth of 2.35.1.1 /
300mm including excavation channel along the wall and
rodding etc., complete: With Chlopyriphos I Lindane EC. 20%
76 46.00 Rmt
with 1 % concentration. i ::::: :::::==;~~:::;z~i~;~:::: ~~~;~ ~~~: ===:~~~~= •:· ·:::::: · -- ___ :._:_
li,.,, i"i',:(i'o~h Rijk1ya Ntrmail N1gam Lid. U.P.R.N.N .LTD, Lucknow. ~ 4
SAPL PART C 4{i) - [STR] - P. No. 82 UGR - ABSTRACT BOQ
~T~'•·,." •·•.~•, ,d'.MV'" -~ ·~' j,,_,." =---'• ,' . .,.·,,•,_, ··'"· •-'••• '' "'"'-· '-··,'-'--'•-' ',' ,_ ·.--'-·,•·-- '',,' ' ''_.,,' ••••--"'"· ',,·,_ "',· • "· ,"'-' • ••-' •••" •••-' •• -· •• • ··-- ••••-----,.-•-•~~----•-- -______ , ____ ;.::.:::.~:
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
Treatment of soil under existing floors using chemical
emulsion@ one litre per hole, 300 mm apart including drilling.
12 mm diameter holes and plugging with cement mortar 1 :2 2.35.3.1 I
·(1 cement : 2 Coarse sand) to match the existing floor : With 76
Chlorpyriphos/Lindane E.G. 20% with 1 % concentration @ 5
Its per Sqm
DIAL!OO
(4) (5) (6) (7)
105.00 Sqm
.................................................................................................. , ................................................................................................................................................................................................................... ..
........................................................................................................................................................................................................................................................................................................................
...... 2 ...... _PLAIN __ CEMENT_ CONCRJ;'TE .............................................................................................................................................................................................................................. . PCC Providing and laying in position cement concrete of specified
2.1 grade excluding the cost of centering and shuttering - All work DERIVED
up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 graded RATE 14_00 Cum 654
6.05 91644.66 stone aggregate 20mm nominal size) - For Foundation
4_ 1_
51 85
......................................................................................................................................................................................................................................................................................................................
.............................................................................................................................................................................. .................................................. .................................................................................... . .. ?. .... ~l::~1:>Y. .. ~l~C.:9..1:1.C.:.~1'=.!.E:..................... .......... ........ .. ..... ... ... ........ ..... ............. ........... . ........................................ .
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete for
reinforced cement concrete work, using cement content as
par approved design mix, including pumping of concrete to
site of laying but excluding the cost of centering, shuttering,
finishing and reinforcement, including admixtures in DERIVED
recommended proportions as per IS: 9103 to accelerate, RATE
retard setting of concrete, improve workability without 5.33.1 /100
impairing strength and durability as per direction of Engineer-
in-charge. (Note :- Cement content considered in this item is
@ 330 kg/cum. Excess/ less cement used as per design mix
is payable/recoverable separately) . .................................................................................................................................................................................... ............................................ .................................................................................... .
Extra for providing richer mixes at all floor levels. N_ote:
Excess/less cement over the specified cement content used is
payable /recoverable separately. Providing M-40 grade
concrete instead of M-25 grade BMC I RMC.(Note : Cement 5
_34
_31101
content considered in M-40 is @ 360 kg/ cum). CEMENT
CONTENT CONSIDERED FORM 40 is 410 Kgs/Cum
......................................................................................................................................................... Add for using extra cement in the items of design mix over
and above the specified cement content therein. (NOTE: M -
40 GRADE Concrete as per Design mix - 360 Kgs/Cum; But
Suggested as per Structural Designer - 410 Kgs/Cum; Extra 5.35/101
Cement to be added above design mix - 50 Kgs - 0.50 Quintal)
.................................................................................................................................................................................................................................................................................................................. ALL WORKS UP TO PLINTH LEVEL
A
DERIVED
RATE
5.40.1 I
102 +
5.34.3 I
··········································································································································· ·············· ............... 101 ............ ·························· .................................................................................. . ............... a) __ Pile. Cap_ I _Raft.-...................................................................................................................................................... 26.00 .... Cum .............. ~4:~9:!'!l ........... ?.!.9.!.9.?.}~ ...................................................................................................................................... RMC Retaining wall
.... 3 .. 1 ..................................................................................................................................................................... .
..... ....... ?.2 ~"-1'.'."-\:??~"-':8.;:~: .. . . . ~- .. .. .. .. . ............................ ····~····· ............... ·t·· ... 4.~,9~ .. c:u.rn ....... ~1~0.-.5.9. .. 37~9.4:~,~~
........................ • •• -- • • :-:.,;.,.;.., • .1-.: -.. t- r.r:tf·f!cHsra ...... · · .. ·· ·· --·--o· , .... --~-·----·-- ·· · · · · .. .. ... · · .. · · ..... ........ ... .. ....... · · .. · .................. ······ · · ..................... · · , : , ('', j) 1,.1.1::.S1-· C u11a·1>. ·.,'~--~. ·-:1,, i fANDRA ~ 'Sll,11-wc1
SAPL ',. , 1"'·'·
0" "";,nya Nirman Nigam Lid. PART C 4<1} [STRJ - ~A~£63 ~ >!lITTI UGR - ABSTRACT BOQ
Luer.now. . -P.K.N.N.LTD. ·f ~ XXI- w=
U.P.RAJKIYA NIRMAN NIGAM LTD. DIALlOO
(1) (2) (3) (4) (5) (6) (7)
RMC ROOF SLAB
.. ..3.2 ......................................................................................................................................................................................................................................................................................................... . 8430.59 118028.26 14.00 Cum
RMC ROOF BEAM 8430.59
.... 3.3 ........................................................................................................................................................................................................................................................................................................... . 33722.36 4.00 Cum
RMC STAIRCASE 4.00 Cum 8430.59
.... 3.4. ..................................................................................................................................................................................................................................................................................................... . 33722.36
ALL WORKS ABOVE PLINTH LEVEL UPTO FLOOR FIVE DERIVED
LEVEL: RATE
B
RMC ROOF BEAMS - M 40 Grade
3.5 .............................................
5.40.2
102 +
5.34.3/101
. GROUND FLOOR 4.00 Cum 8562.35 34249.40 ......................................................................................................................................................................................................................................................................................................................
RMC SLABS - M 40 Grade
3.6 ...................................................................................................................................................................................................................................................................................................................... GROUND FLOOR 10.00 Cum 8562.35 85623.50
...................................................................................................................................................................................................................................................................................................................... RMC CHAJJA - M 40 Grade
3.7 ....................................................................................................................................................................................................................................................................................................................... a) At Stilt to Ground Floor 1.00 Cum 8562.35 8562.35 .......................................................................................................................................................................................................................................................................................................................
RMC LINTELS - M 40 Grade
.... 3.8 ......................................................................................................................................................................................................................................................................................................... .
............. a)_ At_ all. levels .................................................................................................................................................................... 1.:9.9. .... 5~~'.~ ............... 13.~ll.?.:.3..5. ................. 13.~ll.?.}!i
RMC GILL SLABS - 100 mm thick M 40 Grade
... 3.9 .......................................................................................................................................................................................................................................................................................................... .
............... a).At_all.levels ....................................................................................................................................................................... 1 .. 00 .... cum .............. 8562.35 ................ 8562.35
RMC COPING - M 40 Grade
3.10 ....................................................................................................................................................................................................................................................................................................................... Terrace 1.00 Cum 8562.35 8562.35
4 STEEL REINFORCEMENT ....................................................................................................................................................................................................................................................................................................................... Steel reinforcement for R.C.C. work including straightening,
ST cutting, bending, placing in position and binding all complete
UPTO PLINTH LEVEL. - THERMO - MECHANICALLY 5.22.6 / 99 4.1
TREATED BARS.
Steel reinforcement for R.C.C. work including straightening,
ST cutting, bending, placing in position and binding all complete 5
.22
A.6
/
4.2
ABOVt: PLINTH LEVEL. - THERMO - MECHANICALLY 99
12.00 M.T 68100 817200.00
2.00 M.T 68100 136200.00
TREATED BARS. Q ..... :::::::::::::::::::::::::::::~~;~J~;~:a~:~i~~~::::::::::::::::cV:::::::::::::::::::::::::::::~"""::::::=::::::=.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
A. R. E. (Civil) . UMEs ~ ~«lei . Uttar Prndesh Raikiya Nirrnan N1garn Ltd. H CHAND R~ xxi- <'Rlf'ra,
Lucl<now. u (A.R.E.) .P.R.N.N.LTD
SAPL PART C 4(i) - [STR] - P. No. 84 UGR - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
ST Structural steel work in single section, fixed with or without
4.3 connecting plate, including cutting, hoisting, fixing in position
(3)
and applying a priming coat of approved steel primer all 10
_11173
complete .
(4)
DIAL 100
(5) (6) (7)
MT 67700
................................................................................................................................................................................................. ................................ ................................................................................... ..
................................................................................................................................................................................................. ................................ ....................... ........................................................... . ST Providing and fixing M.S. grills of required pattern in frames of
4.4 windows etc. with M.S. flats, square or round bars etc.
including priming coat with approved steel primer all complete 9.48.2 I
at all levels. - Fixed to openings /wooden frames with rawl 151 0.10 MT 116900.00 11690.00
plugs screws etc. (20 Kgs per Sqm )
......................................................................................................................................................................................................................................................................................................................
.......................................................................................................................................................................... ..................... ..................................................................................... .............................. . SH
5 CENTERING AND SHUTIERING
...................................................................................................................................................................................... ········· ...................................................................................... . Centering and shuttering including strutting, propping etc. and
removal of fornn work for: 4.3 / 86 -- Sqm
..................................................................................................................................................................................................................................................................................................................... SH Foundations, Footings, Bases for Columns 4_3 _ 1 1 86 1
O.OO Sqm 196
.45 1964.50
... 5.1 .......................................................................................................................................................... ···························································· ···················· ............................................................... .
............................................................................................................................................................................... ................................................. ......................................................................... . Retaining Walls, Return walls, Walls (any thickness) including
SH attached pilasters, buttresses, plinth and string courses fillets, 4
_3
_2 1 86
5.2 kerts and steps etc . --- Sqm 360.80
...................................................................................................................................... ............................. , ................................................................................................................................................ ..
......................................................................................................................................... ................................................................ . SH Columns, Piers, abutments, pillars, posts and struts
4.3.3 I 86 --- Sqm ... 5.3 .......................................................... · ............................................................................................................................................. ········· ······························································· ................. .
453.35
................................................................................................................................................................................................. ............................................................. ...................................................... . SH Centering and shuttering including strutting, propping etc. and
5.4 removal of fornn for : - Foundations, footings, bases of
columns, etc. for mass concrete - For PILE CAP & RAFT 5.9.1 I 97 SLAB
18.00 Sqm 196.45
............................................................................................................................................................................................................................................................................................
3536.10
....................................................................................................................................................................................................................................................................................................................... SH Centering and shuttering including strutting, propping etc. and
5.5 removal of form for : Walls (any thickness) including attached
pilasters, butteresses, plinth and string courses etc.- R.C. WALL
5.9.2 / 97 344.00 Sqm 360.80 124115.20
......................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................. ................................ .................................................................................... . SH Centering and shuttering including strutting, propping etc. and
5.6 removal of form for: Weather Shade, Chajjas, Corbels, etc.; 5
_9
_19197
including edges. - GILL SLABS 1.00 Sqm 492.35 492.35
....................................................................................................................................................................................................................................................................................................................... . .................................................................................................................................................................................................................................. ..................... .
SH Centering and shuttering including strutting, propping etc. and
5. 7 removal of form for : Lintels, beams, plinth beams, girders, 5
_9
_5 1 97
bressumers and cantilevers - BEAMS
............................. _ .................................................................................................................................................................................................................................................................................... . BASEMENT SLAB 24.00 Sqm 332.15 7971.60
..... o,oo,o ~:::;~ ~;.;;;~ -~~- "97'" __ ---- l- '°"" _ ,Sm_ ••• "" ,; _ "" ;e
" A.~-E (Cr:i!J i ESH CHAN DR ~ si?ic11«ic1 UtlilrPrcdesh Raik1ya N1rma11 Nigarn Ltd. U (A.R.E.1 ~ 1:i>ITT'!
SAPL Lucknow. PA~ffl·~ij\/,L[p,'lj~J - P. No. 8~ XXI- = UGR - ABSTRACT BOQ
- ---· ··"- ----- ------ ".- "" - ·---"-<•
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
SH Centering and shuttering including strutting, propping etc. and
5.8 removal of form for : Lintels, beams, plinth beams, girders, 5
_9
_5197
bressumers and cantilevers - LINTELS at all Levels.
SH Centering and shuttering including strutting, propping etc. and
5.9 removal of form for : Stairs, (excluding landings) except spiral-5
_9
_ 7 1 97
staircases- FOR STAIRCASE
BASEMENT Floor to GROUND Floor .....................................................................................................................................................................
SH Centering and shuttering including strutting, propping etc. and
5.1 O removal of form for : Suspended floors, roofs, landings, 5
.9
.3 1 97
balconies and access platform. - SLABS
DIAL 100
(4) (5) (6) (7)
4.00 Sqm 332.15 1328.60
...................... 28.00_ .... Sqm ............... }~~:.6..5. ........... !.)CJ.7..13.:?.9.
.............. 13.!".§.~1111!=~.!. .. f.\<:lc:>!3 . ........ .. .. ...... ... . ................................................................................ 70.00_ .... Sqm ............... '.\.9.!.:.6..5. .............. ?13.).!.?.:?.9. .. (3._l3.Q.lJ..f:J.l?.~~9.9..f3 ................................................................................................................................................... 60.00 .... Sqm .... ........... '.\.9.!.,§5. .............. 24099.00
SH Centering and shuttering including strutting, propping etc. and
5.11 removal of form for : Weather Shade, Chajjas, Corbels, etc., 5
_9
_ 191 97
including edges. - For Chajja/Platforms
SH Centering and shuttering including strutting, propping etc. and
5.12 removal of form for: Edges of slabs and breaks in floors and 5.9.16.2 /
walls - Up to 20 cm wide 97
6.00 Sqm 492.35 2954.10
................................................................................................................. BASEMENT_FLOOR ................................................ 1.2.oo .... sqm .................. 508.55 ................ 6102.60
............... ............................................................. . ......................... C,,139.lJ..f:J.l?X~<:lOR ................................................... 6.00 .... Sqm ................. ?.9.13.:?.?. ............... }CJ.~.!.:3.9.
SH Extra for additional height in centering, shuttering where ever
5.13 required with adequate bracing, propping etc., including cost
of de-shuttering and decentering at all levels, over a height of
3.5 m, for every additional height of 1 metre or part thereof 5_ 11 198 · (Plan area to be measured). - Suspended floors, roofs,
.landing, beams and balconies (Plan area to be measured).
............... BASEMENT_ FLOOR_-. (4.50_ -. 3.50 =.1.00_ mts.>... ................................................. . . ....... 70.00 .... Sqm ................. !.?.~:9.?.. ...... 11133.50
............... GROUNDFLOOR_ -_(4.00_ -_3.50_= .. 0.50_ mts.) ...................................................................... . 40.00 ___ Sqm .............. 79.53 3181.00
6 MASONRY WORKS .................................................................................................................................................................................................................................. MW Coursed rubble masonry (first sort) with hard stone in
6.1 foundation and plinth with: Cement mortar 1:6 (1 cement: 6 7
.6
.11119
coarse sand)
MW Providing and fixing up to floor five level precast cement
6.2 concrete solid block, including hoisting and setting in position
with cement mortar 1 :3 (1 cement : 3 coarse sand), cost of
required centering, shuttering complete : - 1 :2:4 (1 cement : 2 4.7.1 I 86
coarse sand : 4 graded stone aggregate 20 mm nominal size)
200mm THICK WALL
Cum 4527.55
BASEMENT FLOOR 4.7.1 I 86 Cum 9334.80 .................................................................................... . ...................................................................................... , ............................................................... . GROUND FLOOR 4.7.1 / 86 16.00 Cum 9334.80 149356.80
._ ............. FIRSTl{~hr~~r;:,~u~lsra . .UME~174.7.1.186. f .;:~«i:um···· 9334.80 ............ 37339.20
SAPl L-. •. ··ic:.:,.,: ifaman NigamLld. PART C 4(i) - [~Q~. 86 ~ wITT\ UGR - ABSTRACT BOQ
L k .R.E.) """" UC'nOIJJ. -~ 1 ____i: ""' ---
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100 .
(1) (2) (3) (4) (5) (6) (7)
PL 7 PLASTERING
PL CEMENT PLASTER (IN FINE SAND) : 12mm cement Plaster
7.1 of mix: 1:6 (1 Cement : 6 Fine Sand) - INTERNAL 13.1.2/
PLASTERING. 216
................ !3./.'i3.~1111.5.~!..F..~9.9.f3......................... . ......................................................................... 1.54.00 .... Sqm .............. !.'.\.~::!:.? .. ....... ?}CJ.!.!>.}.0.
.............. : .<3..13.9.U..~.l:l F.:~9.91:3............................ . ............................................................................... 76.00 .... Sqm ................ Yl.~::'i:.? ............ !!.:3.~13.:?..0.
PL CEMENT PLASTER IN FINE SAND for Concrete Surfaces -
7.2 12mm Cement Plaster of mix: 1 :4 (1 Cement : 4 Fine Sand) - 13.1.1 I CEILING -SLAB, BEAM, COLUMN & WAIST SLAB 216
................ !3.l.\~.~1111-~~.T.X~<?.9.F.s .................................................................................................................................................. 78.00 .... Sqm ................. 1.63.35_ ............. 127 41_.30
................ <3..'3.9.U..~l:l.Y~<?.9.13 ............................................................................................................................... 60.00 ..... Sqm ................. !.13.~:9.?. ............... 9801.-00
.......... F.:1.f3§:f..f'\'?.9.f3............................... ............................ . .. . ........................................................ Sqm .............. i".~:9.?. ................................ .
PL CEMENT PLASTER IN FINE SAND for Concrete Surfaces -
7.3 12mm Cement Plaster of mix: 1:4 (1 Cement: 4 Fine Sand) 13.1.1 /
and Extra for providing and mixing water proofing material in 216 + cement plaster work in proportion recommended by the
13_211217
manufacturers. -WATER PROOF PLASTERING
................ !3.l.\~.~1111!':~T.F.:~9.9.F.s................................... . ....................................... 106.00 .... Sqm ................. !.13.13.:.8..9.. .. . !!l:l.CJ.?:1? ............... <3..'3.9..U..~P .. F.:~99.13 ................................................................................................................................................ ·1oe.oo .... Sqm ................. !.13.13.:~? .......... !13.?.'.l.<J.,?.1 .............. F.:1.f3§.T...F.:~9.9f3... . .. ... ........ .......... ..................... ..... ....... ..... ... . .. . . .......... Sqm ...... )13.13.:~~ .................... .
PL 18mm Cement Plaster in two coats under layer 12mm thick
7.4 cement plaster 1 :5 (1 Cement : 5 Coarse Sand) and a top
layer 6mm thick cement plaster 1:3 (1 Cement : 3 Coarse 13
_121217
Sand) finished rough with sponge. EXTERNAL·
PLASTERING
................ !3.l.\~.5.1111.5.~T.F.:~9.91:s ............................................................................................................................................ 204.00 .... Sqm .................. ?.~13.:.9..0. ............. 52815.60
............... <3..13.<?.U..f':JP.F.:~99.13 .................................................................................................................................... 1.10.00 .... Sqm .................. ?.~13.:.9..0. ............. 28479.00
............... F.:1.f3§.!...F.:~9.9.f3 .. ............... . ......... . ..................................................................... 52.00 .... Sqm ................ .?.~13.:~.0. ........ !.~'.1.13.?.:~.0.
WP 8
WATER PROOFING
1. Cleaning and preparation
The cleaning and preparation of the substrate to which the
WATER PROOFING TREATMENT to be applied must be
carried out thoroughly to leave a sound base for the
.............. aooliQation •............................................................................................................................................................................................................................................................................ Any laitance present on the surface must be removed
mechanically. Release oil and other contaminants which may
impair adhesion must be removed prior to the application.
::::: ~:~~,:~:~:::~~;~~?'~;~,~~G ::::: ::: ::::r :::::::: :::::::::: :::::::::::: l<aiwalya t1.umar Misra cfo/ ::ru?Rl ~?r,;T,'cl"
SAPL
A R. E. (Civil) ,ri;n! ,FITTt llitar Pradesh Rajkiya Nirman Nigam Ltd. UMESH CHANDRA ,ri;r{ xxi-~
Lucknow. (A.R.E )
U.P.R.J'J !'l. r T'>. .
PART C 4(i) - [STR] - P. No. 87 UGR - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
Providing and applying Crystalline waterproofing treatment to
basement in box type fashion. The crystaJ/ine waterproofing
system shall consist of MASTERSEAL 501, crystalline
waterproofing slurry containing highly active, deep
penetrative, reactive catalysts & MASTERSEAL 502,
crystalline watertight reprofiling mortar. Use MASTERSEAL
502 for all reprofiling work and fprmation of vata at all the
junctions. Treat all the surfaces using two coats of
MASTERS EAL 501 @ 1 Kg/m2 per coat. Application as per
(3)
WP manufacturers specification. MARKET
8.1 Cost to include base preparation including cleaning and wire- RA TE
brushing the retaining wall surface, treating the cracks,
construction joints and honey combs by grouting it with a
specialised non-shrink cementitious compound, grouting the
entire depth of the tie-hole with specialised non-shrink
cementitious compound, plugging I grouting any minor
leakages that occur on the RCC retaining surface from the
inside, curing, all materials, Jabour, lead, lift, scaffolding, etc.,
complete with a guarantee for a minimum period of 1 o years
DIAL 100
(4) (5) (6) (7)
............... from_the date_of completion ..................................................................................................................................................................................................................................... .
................................................................................................................................................................................................. .................................................................................................................... .
.............. . f:<.:~: .. "'!~.~~.?..i'. .. ~~QQ/3§.... ................... ............. ........... ............. . ......................................... 503.00 .... Sqm .... ...... _508.80 ....... ?~~-!l.?EJ.:10.
...................................................................................................................................................................................................................................................................................................................... WATERPROOFING WITH CRYSTALLIZATION FOR LOW
............... WATER.TABLE.REG/ON: ..................................................................................................................................................................................................................................... . WATERPROOFING WITH CRYSTALL/ZATIONMETHOD:
BASEMENT RAFT: waterproofing with crystallization.Over the
WP PCC
Mastersea/ 501 slurry shall be applied by brushing I spraying 8.2 at the coverage rate of 2 kg./sqmt on the honeycomb-free,
levelled plum PCC before tying reinforcement fGr the RCC
............... .raft ............................................................................................................................................................................................................................................................................................ . In high water table situations, especially in basement
concrete, MASTERSEAL 501 is also recommended to be
applied as a dry shake on to the PCC just before casting the MARKET
RCC slab. The rate includes material, Jabour, lead, lifts,
grouting, plugin, etc., c"omp/ete. The Contractor has to give
10 years guarantee for the work .
RATE
....................................................................................................................... ......................................................................................................... .................................................................................... .
............... . f3!.lf.:!...~0..EJ. ................................................................................................................................................................... !.?.!.:.0..0. .... Sqm ................. 508.80 ............ 76828.80
...................................................................................................................................................................................................................................................................................................................... WP WATER PROOFING TREATMENT FOR TERRACE SLAB:
... 8.3 .... Waterproofing _of _Roof with __ Spray Applied _membrane ....................................................................................................................................................................... . Supply and installation of BSA Approved spray applied
BASF's Coniroof 2113waterproofing membrane system, a
multi-layered system comprising of a series of substrate
sealers, primers, waterproofing membranes and protective top coats.
BSA Approved spray applied membrane system for flat roofs
that have built-ups or landscape above the wate,proofing coat
, system not left exposed. The parapet walls or upstands
-----:-.~~=:~:::·:=·-c,;,.~. - -t~ -•- "" ----- -----------A R ~· (~win Ni am Ltd. UfvIESl-:[
11 ., .... 0 1-,,,c.!1 Rs•k1ya N1rman g CH.A.fVDPA ~-l''"t, .,,uv"' -, .. -1
SAPL . '" Lucknow. PART C"4(i)·- ,[STR]'~ P. N~. 88 UGR - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
Cleaning and preparation:
The cleaning and preparation of the substrate to which the
CONIROOF is applied must be carried out thoroughly to leave
a sound base for the application. Concrete and other
cementitious substrates must have a minimum pull off
strength of 1.5 N/mm2, over which Coniroof system shall be
applied. Any laitance present on the surface must be removed
mechanically. Release oil and other contaminants which may
impair adhesion must be removed prior to the application of
the primer.
(3)
DIALIOO
(4) (5) (6) (7) .
........................................................................................................................................................................................................................................................................................................................ Waterproofing System - Coniroof 2113 system:
The seamless, monolithic waterproofing obtained from the
............... Coniroof .. systems-requires .several _application. staqes: ................................................................................................................................................................... . Preparation coats/primers:
The primer shall be Concressive 1020 special or Concresive
2525 a two component epoxy moisture insensitive primer for
concrete substrate, primer to choose depending on the
substrate. The primer is a two component.The primer shall
fonm effective bond on the substrate. The primer shall exhibit
excellent bond strength by exceeding adhesion of atleast 0.5
to 1.0MPa as per ASTM D 4541 testing.. The materia[
storage, mixing, application and coverage should be as per
manufacturers latest technical datasheet and should be
carried out by the as per instructions of BASF engineer. .
Dried, graded sand is immediately and evenly spread over the
entire wet surfaca by hand or mechanically. When sufficiently
cured the surface is vacuumed to remove any loose sand .
.......................................................................................... ................................................................... ................................................................. ..... ............................................................................. . Waterproofing Membrane:
The waterproofing membrane shall be CONIPUR M 800, a
solvent free two component spray applied system. It is highly
reactive and can only be applied by special, two component
spray equipment.
The mixed product should have 100% Solids Content as per
DIN 53213, Density of 0.9-1.0 g/cm3, Tensile Strength of 8-
10 Mpa as per DIN DIN 53504, Elongation of> 400% as per
Din 53504 and Green Certified. It shall have the following ••••..•.••••. .fr.1r.1fa1..rr..r.. •• ~.M .. br.1r.1r.1f.Hr.. .. , ................................................................................................ .............................................................................................................................................. .
• be fast reacting
• should have high water vapour permeability - low risk of
blistering (19.21 g/m2/day as per BS 3177)
• have excellent crack bridging capability (>6mm as per EN 10204)
•be resistant to puncture
• should remains elastic at low temperatures;
• The application of Coniroof system shall be done by BASF
authorized applicator only with experience of more than three
years with coniroof application.
The rate includes cost of all materials labour all lead and
lifts, scaffolding, etc., complete with a guarantee for a
minimum period of 10 years from the date of completion.
MARKET
RATE
:::: :'::~=}:~.-~~~:: :::: =::=~ ~ ::~ : : :_ sooo :,,~: :·: i,,,~ =:?:,o:: A. R'-~Wil··'"-'· UMESH CHANDRA ., 'II ~ ..
• U!tar Pradesh Rajkiya Nirman Nigam Ltd I A. R. E.) ~ "lllITTI SAPL Lucknow. PART I; !l(i)" [STRJ - P. No.ffl XXI-~ UGR - ABSTRACT BOQ
U.1.;·,.1\_i; __ , --·.
V.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
WP Grading roof for water proofing treatment with : Cement
8.4 Concrete 1 :2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone 22.14.1 I aggregate 20mm nominal size). - 371
.!s!.3f3~<::.i=. .. F.Y29.13..... . . ...................................................... ... .... ............. . ..... ~.,9.9. -~~'-" ..... ?.9.~El.,9..! ............ !5.El.?.13.ll.,9.~
WP · Extra for making chequers of approved pattern on cement
8.5 concrete floors, steps, landing, pavements etc . 11.8/182
............... TERRACE_ FLOOR ....................................................................................................................................................... 95.00 .... Sqm .... ............... }~}!> ............... 31_58.75
WP Swellable Water Bar:
8.6 Providing and Installing masterflex 610 hydro swelling bar in
all construction joints in raft and retaining wall of the
underground basement structure. All construction joints, shall
be installed with masterflex 610, 20mm x 10mm cross
sectional sized hydro swelling water bar based on advance
vinylacrylate polymers. The water bar shall be formulated to
exhibit low pre-mature swelling (less then 50% with in 12
hours) and shall not be based on super absorbents.
The water bar shall have low swelling pressure; not exceeding
0.25 MPa at full swelling capacity. The water bar shall be
installed with special adhesive, masterflex 610 adhesive glue MARKET
and not to be fixed using nails. - UNDER GROUND RATE
RESERVOIR
M 9 MISCELLANEOUS WORKS
280.00 Rmt 350.00 98000.00
..................................................................................................................................................................................................................................................................................................................... M 9.1 Providing and Fixing medium duty Mild steel manhole covers
of size 600 x 600 mm with locking arrangements including
painting one coat red oxide paint and ~No coats of synthetic MARKET
enamel paint of appproved colour. (Minimum Weight of Cover RA TE
35 Kgs)
M 9.2 Providing and fixing PUDDLE FLANGES to R.C.WALLS
including specified dia pipe welded to flanges, fixed using
bolts and gaskets, etc., and Cutting and Grouting the holes MARKET
using specified grouting compound etc., complete as per the RATE
drawing and instruction of Engineer - in - charge.
2.00 Nos 3200.00 6400.00
200mm Dia 2.00 Nos 800.00 1600.00 ....................................................................................................................................................................................................................................................................................................................... 150mm Dia 2.00 Nos 700.00 1400.00 ....................................................................................................................................................................................................................................................................................................................... 1 OOmm Dia 6.00 Nos 600.00 3600.00 ..................................................................................................................................................................................................................................................................................................................... 80mm Dia 2.00 Nos 500.00 1000.00 .................................................................................................................................................................................................................................................................................................................... 50mm Dia 3.00 Nos 300.00 900.00 .......................................................................................................................................................................................................................................................................................................................
SAPL
TOTAL PART C4(i)
t<aiwaly~r Misra U"vTS~l CH A R. E. (Civil) ' 1 ~ , AND RA
L~ta; Prnd,,sh Ra1!r.iya Nirman Nigam Ltd. (A.R.E.J Lucknow. . U.P.R.N.N.LTD.
,_
:p;r1r-;:; ;:~'1<l;-,cdc1
,rq,T:f ll1-JRI
~XXI-~
PART C 4(i) - [STR] - P. No. 90
3629422
VGR - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
Based on UPPWD Sc~edule of Rates 2015 - 16, Lucknow &
DSR 2014 followed.
SI. No. DESCRIPTION OF ITEMS
SCH. No. QUANTIY UNIT
(1) (2) (3) (4) (5)
PART II : UNDER GROUND RESERVOIR FINISHES
DSR 2014 Rate I SOR 2015 -
16 / DERIVED DSR (AS PER
SOR RAW MATERIAL
RATES) Rate I AS PER MR
RATE AMOUNT
(6) (7)
.................. · ............................................................................................................................................................................................................................................................................................... .. F.1 FLOORING
F 1.1 KOTASTONE FLOORING:
Kota Stone Slab flooring over 20mm (average) thick base DERIVED
laid over and jointed with grey cement slurry mixed with RA TE
pigment to match the shade of the slab, including rubbing 11.26.1 /
and polishing complete with base of cement mortar 1 :4 (1
Cement : 4 Coarse Sand) - 25mm Thick . 185
.................. ............ -.... , .............................................................................................................................................................................................................................................................................. . F 1.2 POLISHED STONE slabs 18 mm thick in risers of steps,.
skirting, dado and pillars laid on 12 mm (average) thick DERIVED.
cement mortar 1:3 (1 cement: 3 r,oarse sand) and jointed RATE
with grey cement slurry mixed with pigment to match the
shade of the slabs, including rubbing and polishing
com.plete. - 150mm HEIGHT .
11.27 I
186
.................. .................................................................................................................................. ........... ................................................................................................................................................... .
.................. BASEMENT.FLOOR ......................................................................................................................................... 14.00 ... Sqm .................. 1086.53 ................. !.5..:2.!.!.:~?.
..................................................................................................................................................................................................................................................................................................................... F 1.3 Extra for pre finished nosing in treads of steps of Kola DERIVED
stone/ sand stone slab I Granite slab. RATE
11.31 /
·················· ························································································································ ················· ........ 186 ................... ···················· .......................................................................................... . ..... ........ . 8..~~§"-1§.111!.~.~.9.c:JR. ...... ..... . . .. .......... .. . . ... .......... . ...... .. 5.?:9.9 13.!!'! ............ .. ~?.:.?.O.. ............... ~?}1.:~9. ......................................................................................................................................................................................................................................................................................................................
F 1.4 Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate) finished with a floating coat of DERIVED
neat cement, including cement slurry, but excluding the RATE
cost of nosing of steps etc. complete. - 40 mm thick with 20 11.3.1 &
mm nominal size stone aggregate
Extra for making chequers of approved pattern on cement
concrete floors, steps, landing, pavements etc .
11.8 /
182
.................. ......................................................................................................................................................................................................... .......................................................................................... .
SAPL PART C4(ii)[FINJ - P. No. 92 UGR - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
F 1.5 Cutting Grooves of size 6 mm x 10 mm for construction
joints by concrete cutting machine as per drawing.
Con8truction joints shall be cut as soon as the concrete has
(3)
under gone initial setting and is hard enough to take the MARKET ·
load of concrete cutting machine with out causing damage RA TE
to the pavement. The joints shall be sealed with
polysulphyde sealant etc., complete.
F 1.6 Providing and laying FLOOR GUARD PROTECTION
SHEETs of 3mm thickness with overlap and joints sealed
with adhesi_ve tape all as per manufacturer instructions,
etc., complete at all levels. The Sheet should fulfill the
fol/wing parameters. MARKET
. 1. Grams I Square meter - Minimum 200 & Maximum 300. RATE
2. Thickness: 3mm (Tolerance± 5%)
3. Width : 1.50 meters (Tolerance ± 5%)
4. Length: 10 meters (Tolerance± 5%)
5. Abrasion resistant.
PF 2 PAINTING AND FINISHES
PF 2.1 Providing and painting with two or more coats of Renova or
equivalent synthetic plaster over a coat of primer of
PF 2.2
approved colour all as per manufacturers instructions and MARKET
directions including scaffolding etc., complete at all levels. RA TE
(The Colour. Shade, pattern etc .. to be approved by
Architect).
Distempering with oil bound washable distemper of DERIVED
approved brand and manufacture to give an even shade : RATE
New work (two or more coats) over and including water 13
.41
_ 1 1 tinnable priming coat with cement primer. - CEILING
219
DIAL 100
(4) (5) (6) (7)
28.00 Rmt 145.00 4060.00
62.00 Sqm 90.00 5580.00
110.00 Sqm 425.00 46750.00
.................. BASEMENT_FLOOR ......................................................................................................................................... 78.00 ... sqm ........................ 82.44 · .................. 6430.32
.................. GROUND_ FLOOR .............................................................................................................................................. 60.00 ... Sqm ............ ......... ?.?.:.1.1 . ................... 1.~.i!J.:19.
PF 2.3 Distempering with oil bound washable distemper of
approved brand and manufacture to give an even shade : DERIVED
New work (two or more coats) over and including water RA TE
tinnable priming coat with cement primer. - INTERNAL 13
_41
_11
WALL SURFACE 219
.................. BASEMENT_FLOOR ..................................................................................................................................... 154.00 ... Sqm_ ....................... ?.?.:.1.1 .................. !.?IJ.IJ.!>.:!?.
.................. GROUND_FLOOR ......................................................................................................................................... J6.00 ... Sqm_ ...................... ?.?.:.1.1 .................... IJ.?!J.~.:11
PF 2.4 Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and DERIVED
manufacturer. over the plastered wall surface to prepare RATE
the surface even and smooth complete. (same as · 13.80 I
INTERNAL WALL & CEILING SURFACES) 223
................. BASEMENT_FLOOR ................................................................................................................................... 232.00 ... Sqm ........................ ?.?.:.?.~.-............... !.~9.fl.1.:~?. :: .::. =Q~::'7~~;,;::;~ii~~~~:Dz··· .. ::.··t; ::,::-::'"_~ :::::!!:~~ .,., 2i•IY8Nirmar1tr [Ip,,_ IA.f?.r:-1 ,rimj'll'IITTI
SAPL l.ucfiilo!Y, 19il11J Ll;t PART·~~liltl:'!'}11)- P':"No. 93 ,rimj XXI-~ UGR - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
PF 2.5 Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade : - DERIVED
Two or more coats on new work over an under coat of RATE
suitable shade with ordinary paint of approved brand and 13.62.1 I manufacture 221
DIAL 100
(4) (5) (6) (7)
................................................................................................................................................................................................................................................................................................................... BASEMENT.FLOOR ........................................................................................................................................ 50.00 ... Sqrn ....................... 76.17 ................... 3808.50
GROUND.FLOOR ............................................................................................................................................... 1.1_.00 ___ Sqm ........................ 76.17 ...................... 837.87
__ DW_3 __ .DOORS_ AND_ WINDOWS ................................................................................................................................................................................................................................... . DW 3.1 Providing and fixing 1mm thick M.S. Sheet door with frame
of 40 x 40 x 6 mm angle iron and 3mm M.S. Gusset plates
at the junctions and corners, all necessary fittings complete
including applying a priming coat of approved steel primer.
Using M.S.angels 40x40x6 mm for diagonal braces .
10.5.1 I 173
4.00 3073.85 12295.40
.................. ......................................................................................................................................................................................................... .......................................................................................... .
DW 3.2 Providing and fixing carbon steel galvanised ( minimum
coating 5 micron) dash fastener of 10 mm dia double
threaded 6.8 grade (yield strength 480 N/mm2), counter
sunk head, comprising of 10 m dia polyamide PA 6 grade 10.27.5 /
sleeve, including drilling of hole in frame , concrete/
masonry, etc. as per direction of Engineer-in-charge. - 10 x
160mm
176
DW 3.3 Providing and fixing aluminium work for doors, windows, ·
venti18tors and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 arid IS: 1285,
fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom ·
and sides with required EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required 21 · 1 · 1 ·31
362 including cleat angle, Aluminium snap beading for glazing I
paneling, C.P. brass_/ stainless steel screws, all complete
as per architectural drawings and the directions of Engineer
in-charge. (Glazing, paneling and dash fasteners to be paid
for separately) : - For fixed portion - Polyester powder
coated aluminium (minimum thickness of polyester powder
20.00 Each
10.00 Kgs
coating 50 micron) Q
119.60 2392.00
.
385.10 3851.00
:·:::::::::::: ::::::::::::::::::::::: ::: : : .. ::~,;;:::::::::::::: :::.:::::.:.:::::::::::::::: ":,[)·:·:· ··· .. :: :::::::::::.~.:::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 7 u ~ -',f['"<.[ffijq
Kaiwalya '<umar Misra AJEsi-f • ~ ir>m'r A. R. E. (Cri!i) C:J;,,NDRA ~XX!-=
Uttar Pradc:,h Rsjkiya Mirman Nigam Ltd. U.P.R N IA.Fr_£ J Lucknow. · · N. CrD. ·
SAPL PART C4(ii)[FIN] - P. No. 94 UGR - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
DW 3.4 Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/ appropriate Z sections and other sections
of approved make conforming to IS: 733 and IS: 1285,
fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom
and sides with required EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required
including cleat angle, Aluminium snap beading for glazing I · . 21.1.2.3 / paneling, C.P. brass I stainless steel screws, all complete
as per architectural drawings and the directions of Engineer
in-charge. (Glazing, paneling and dash fasteners to be paid
for separately) : - For shutters of doors, windows &
ventilators including providing and fixing hinges/ pivots and
making provision for fixing of fittings wherever required
including the cost of EPDM rubber I neoprene gasket
required (Fittings shall be paid for separately) : - Polyester
powder coated aluminium (minimum thickness of polyester
powder coating 50 micron)
361
DIALIOO
(4) (5) (6) (7)
6.00 Kgs 443.20 2659.20
....................................................................................................................................................................................................................................................................................................................
.................. ............................. ............................................................................................................................. ........................................... .......................................................................................... . DW3.5 Providing and fixing glazing in aluminium door, window,
ventilator shutters and partitions etc. with EPDM rubber I
neoprene gasket etc. complete as per the architectural 21.3.2 /
drawings and the directions of e@gi'neer-in-charge. (Cost of 361
aluminium snap beading shall be paid in basic item): - With
5.00 Sqm 1338.40 6692.00
float glass panes of 5.50 mm thickness
......................................................................................................................................................................................................................................................................................................................
.................. .................................................................................................................................................................................. ..................... .......................................... . OW 3.6 Filling the gap in between aluminium frame & adjacent
RCC/ Brick/ St-0ne work by providing weather silicon
sealant over backer rod of approved quality as per 21.8.1 I architectural drawings and direction of Engineer - in - 362
15.00 M 88.75
charge complete. - Upto 5mm depth and 5 mm width
1331'.25
......................................................................................................................................................................................................................................................................................................................
.................. ......................................................................................................................................................................................................... .......................................................................................... . HR 4 HAND RAILING ........................................................................................................................................................................................................................................................................................................
HR 4.1 Providing and fixing hand rail of approved size by welding
etc. to steel ladder railing, balcony railing, staircase railing 10.26.1 I
and similar works, including applying priming coat of 176
approved steel primer. - M.S. Tubes. - Fo Staircase .
.................. ............................................................................................................................................... ........................ ................................ ......................................................................................... ..
.................. BASEMENT_ FLOOR.TO _GROUND _FLOOR ................................................................................. ?..1.~.:9.9. ..... Kg ........................ 1.9.1:.?.Q. ................. ?.?.~.~~.:§9.
.............................................................................................................................................................................................................................................................................. M 5 MISCELLANEOUS ............................................................................................................................................................................................................................................................................
M 5.1 Providing Arpitha mesh I equivalent in the chases made in ·
the wall by electricians and plumbers and grouting the
chase with cement mortar 1 :6 and making good the plaster MARKET
to take up finishing . The rate includes chipping, fixing of RATE 400.00 Rm!
· mesh including nails, scaffolding, curing, etc., complete.
40.00 16000.00
. (Joints records to be maintained) Q .............................................................. \li·~~ .................................. o()Z ......... ~P,TI, ~ ................................ ::::::::::::: :::::::
Kaiwalya i~;~ Misra 0MESH CHANDR ~ 'l!>ml<"i
A. R. E. (C1v1i) IA R A ~ xx1-~ Uttr Pradesh Rajkiya Nirma11 Nigam Lid. U.P.R.N.N.LTD .E.J
Lucknow. · PART C4(ii)[FIN] - P. No. 95 SAPL UGR - ABSTRACT BOQ
U.P. RAJKIYA NIRMAN NIGAM LTD. DIALIOO
.
(1) (2) . (3) (4) (5) (6) (7) M 5.2 Providing and fixing 1 OOmm dia PVC Pipe sleeves in
beams of 250 length including necessary grouting, curing MARKET e1c., complete at all levels. RA TE
250.00 2000.00 8.00 Nos
.....................................................................................................................................................................................................................................................................................................................
.................. _ ............................................................................................................................................................................................................................................................................................... .. M 5.3 Providing and applying Brush Bond - RFX coat or
equivalent for toilet floor all as per manufacturers MARKET specification.at all levels. RATE
......................................................................................................................................................................................................................................................................................................................
.................. . BASEMENT_FLOOR ...................................................................................................................................... 814.00 ___ Sqm ____ ................. 350.00 ............. 284900.00
TOTAL PART 4(ii)
~~~ Jr~:,,,,...,!,... r. , .. :·,:Ni:liya mar Misra A R. E. ( Civil)
U\bi Pradesh Rajkiya Ninnan Nigam Lilt. Lucknow. •
r ~IJ•lESH CHANDRA
(A.R.E.J U.P.R.N.N.LTD.
627622
SAPL PART C4(ii)[FINJ - P. No. 96 UGR - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH.
Based on UPPWD Schedule of Rates 2015 - 16,
Lucknow & DSR 2014 followed .
SI. No. DESCRIPTION OF ITEMS
(1) (2)
SCH.
No.
(3)
..................................................................................................................
DSR 2014 Rate I SOR
2015 - 16 / DERIVED ,
DSR (AS PER SOR
QUANTTY UNIT RAW MATERIAL
(4) (5)
RATES) Rate I AS PER
MR
RATE AMOUNT
(6) (7)
. EXTERNAL WORKS : . . .................................................... ........................... .......... .. ............................................................................................................ . 1 ROAD WORKS - ................................................................................................................................................................... ..
................... ..................................................................................................................................................... ········ ........................................................................................................................... . 1.1 Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured at PWD 259
.
a height of 1 m above ground level and removal of rubbish upto a
d. f . 175 ,stance o 50 m outside the periphery of the area cleared.
. .......................................................................................................................................... .
................... a). Roads _and __ parking_ area ..................................................................................................................................... 775.00 ... Sqm ................... 1.:9.9. .................. ~~.9.9.:g~
............................................................................................................................................................................................................................................................................................................................ 1.2 Earth work in excavation by mechanical means (Hydraulic
excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 m in width . as well as 1 O sqm .on plan) including DERIVE
disposal of excavated earth, lead upto 50m and lift upto 1.5m, D RATE ·
disposed earth to be levelled and neatly dressed. - ALL KINDS 2.6.1 IP
OF SOIL. - For General Excavation . - Depth up to average 72
0.600 m.
285.00 Cum 136.43 38882.55 a) Roads and Parking area ......................................................................................................................................................................................................... · .................................................................................................................. .
................... ............................................................................................................................................................... .......................................................................................................................................... .. 1.3 Providing and Filling with Excavated earth available at site up to
required level in layers of 30 cm inclu_ding leveling , watering
consolidation and compaction with Power Roller and achieve DERIVE
95% proctor density etc complete all as per drawing and as D RA TE
directed . 2.25 / 75
150.00 Cum 89.91 13486.50
................... ............................................................................................................................................................... ........................................................................................................................................... .
................... ............................................................................................................................................................... ........................................................................................................................................... . 1.4 Preparation and consolidation of sub grade with power road
roller of 8 to 12 tonne capacity after excavating earth to an
average of 22.5cm depth, dressing to camber and consolidating
with road roller including making good the undulations etc., and
re - rolling the sub grade and disposal of surplus earth with lead
upto 50metres .
16.1 I
256 750.00 Sqm 81.29 60967.50
................... ............................................................................................................................................................... ........................................................................................................................................... .
··················· s·oi::-i~,i'G··:·s·~·ppi;;t~!J·&·s;~~ki~·!J ~isii~: ~·iia··;;;;;:;·;~·;;s·;;:;;;:;·si~~ · ·;·e:·i-;--· ··· ··· · ·1'? ··· ·· ··· ····· ·· · ................... ?.9.9.r.~9.?.:.~;;;;~~i;~~M~···················= ~-·············!;~-~I~~~················· ................................ .
AR. E. (CiviQ UMt.SH Cl~AfJDRA ~ 'll>ITTI Uttar Pradesh Rajkiya Nirman Nigam Lid. ( AR.E.) ~;j xx1- mF!;,;
Lucknow. SAPL PART C5 [ST,R) - P. No. 97 ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
For 10 Sqm Area of 1 OOmm Compacted Thickness, Net
Quantity -
90mm to 45mm - f245 Cum
Screening Type A 13.2 mm - 0.285 Cum
(3)
DIAL 100
(4) (5) (6) (7)
................... Binding.Material_- 0.09.Cum ..................................................................................................................................................................................................................................... .
...... 1 .. 5 ..... Supplying __ &_ Stocking _at. Site .................................................................................................................................................................................................................................. . (1). 90mm to 45mm aggregate .including 7.5% of Voids in 16.3.1 /
155_00
Cum 1310
.45 203119.75
................... Stocking .................................................................................................................................................. 256 .................... ,. .................................................................................................. .
(2). Stone Screening 13.2mm nominal Size (Type A) including 16.3.6 / 35.00 Cum 1558.15 54535.25
................... 7 .5% _of_Voids _in __ Stockin9_···················································································· ................. 256 .......................................................................................................................... .
(3). Binding Materials including 7.5% of Voids in Stocking 16.3.10 I
256 .................................................................................................................................................................................. ···················
1.6 Laying and spreading and compacting stone aggregate of
s;oecified size to WBM Specifications in uniform thickness,
handpicking, rolling with 3 wheeled road I vibratory roller 8 - 10 DERIVE
tonne capacity in stages to proper grade and camber, applying D RA TE
and brooming requisite type of screening I bindng material to fill 16.4 I up interstices of coarse aggregate, watering and compacting to 256
the required density.
1.7 CARRIAGE OF MATERIALS using Mechanical Transport
including loading, unloading and stacking beyond 5 Km up to 10 1.1.2 (e +
Kms. f) / 62
20.00 Cum 646.35 12927.00
750.00 Cum 363.41 272557.50
490.00 Cum 210.77 103277.30
.............................................................................................................................................................................................................................................................................................................................. 2.0 ASPHALT WORK
2.1 Providing and applying tack coat using hot straight run bitumen
of grade VG - 10, including heating the bitumen, spraying the .
bitumen with mechanically operated spray unit fitted on bitumen 16.30.1 I
boiler, cleaning and preparing the NEW road surface as per 259
specifications: On W.B.M.@ 0.75 Kg I sqm.
2.2 Providing and laying DENSE GRADED BITUMIOUS MECADAM
using crushed aggregates of specified grading, premixed with
VG 30 grade bituminous binder and , transporting the hot mix to
work site, laying to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem rollers to MARKET
achieve the desired compaction as per MORTH table 500 - 10 RA TE
complete in all respects complete as per specifications.
MORTH Specifications No. 507 - using 40/60 TPH capacity
H.M.P with Mechanical Paver Gr - II (50mm to 75mm) with 4.5%
VG - 30 Bitumen.
750.00 Sqm 53.75 40312.50
60.00 Cum 10490 629400.00
f2__ :.:.::: .. : .:.: ... ::::.: .. : .. ;- .. : .... ~}~ ........ : ......... : .. :::.::::::::·:.::.::.·: .. :.::: :.·: ... ·: .... :.: .. ~:.::: .. :.:: .. :: ... ::::.::.·:::::·::::::.:::.: .. ::.:::::·:
Kaiwa!yaWnar Misra UMESJ-~ A R. E. (Civil) r · oAND RA
Uttar Pradesh Rajkiya Nirman Nigam Ltd. U (A.R.E.) Lucknow. .P.R.N.N.LTD.
SAPL PART C5 [STRJ - P. No. 98
~ l$flqlfu<l
~WITT! ~XXI-=
ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2)
2.3 Providing and applying tack coat using hot straight run bitumen
of grade VG - 10, including heating the bitumen, spraying the
bitumen with mechanically operated spray unit fitte·d on bitumen .
boiler, cleaning and preparing the existing road surface as per
specifications : - On bituminous surface @ 0.50 Kg I sqm
2.4 Providing and laying bituminous concrete 40mm thick with hot
mix plant, using crushed aggregates of specified grading,
premixed with bituminous binder and filler, transporting the hot
mix to work site, laying with a paver finisher to the required
grade, level and alignment, rolling with smooth wheeled,
(3)
16.30.2 /
259
vibratory and tandem rollers to achieve the desired compaction MARKET
as per MORTH Specification clause No. 500.9 complete in all· RATE
respects complete as per specifications. MORTH Specification
No. 509. - using 40/60 TPH Capacity H.M.P with Mechanical
Paver Gr - II (30 - 45mm) with 6% VG - 30 Bitumen .
(4) (5) (6)
750.00 Sqm 38.75
30.00 Cum 13280
.
................... ................................................................................................................................................. ............ ..................................................................................................... . 3.0 KERBS : PRECAST CONCRETEWORKS
3.1 Earth work in excavation in by mechanical means (Hydraulic
excavator) I manual means in foundation trenches or drains (not
exceeding 1.50 m in width or 1 O Sqm on plan), including DERIVE dressing of sides and ramming of bottoms, lift upto 1.50 m, D RA TE
including getting out the excavated soil and disposal of surplus 2 _8_ 1 1 72 excavated soil as directed, within a lead of 50 r,1. All Kinds of
Soil.: - for Kerb Stone
3.2 Providing and Filling with Excavated earth available at site up to
required level in layers of 30 cm including leveling , watering
consolidation and compaction with Power Roller and achieve DERIVE
95% proctor density etc complete all as per drawing and as D RA TE
directed. 2.25 / 75
3.3 CARRIAGE OF MATERIALS using Mechanical Transport
including loading, unloading and stacking beyond 5 Km up to 10 1.1.2 (e +
Kms. !) / 62
3.4 Providing and laying cement concrete in kerbs, steps and the DERIVE
like at or near ground level excluding the cost of centering, D RA TE
shuttering and finishing. - 1 :3:6 (1 cement : 3 coarse sand : 6 4
.4_2186
................... graded .. stone __ agqregate.20 .mm _nominal __ size) .....
3.5 Centering and shuttering including strutting, propping etc. and
removal of form work for : Retaining walls, return walls, walls
60.00 Cum 139.45
45.00 Cum 89.91
15.00 Cum 210.77
10.00 Cum 6546.05
1128.00
(7)
29062.50
398400.00
8367.00
4045.95
3161.55
65460.50
33840.00 (any thickness) including attached pilasters, buttresses, plinth 4.3.2 / 86 f 30.00 Rmt
and string courses llets, kerbs and steps etc. ,,),}; / ............ 1<···_,,_,······,·· y--··············································································· ...................................................................................................................................... .
· a.,~a.y _ umar Misra UMESH c O
A. R. _E. (Civil) HAND RA '1llTR ~qlfuq
Uttar PrQdesh Raik,ya Nirman Nigam Ud U.P R -"' IA.R.E. l ~ WITT! Lucknow. . PART°C5'EM°8TtJ.P. No. 9%,m;f XXI- = SAPL ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) . (2)
3.6 Providing and laying at or near ground level factory made kerb
stone of M- 25 grade cement concrete in position to the required
line, level and curvature, jointed with cement mortar 1 :3 (1
cement: 3 coarse sand), including making joints with or without
(3)
grooves (thickness of joints except at sharp curve shall not _to DERIVE
more than 5mm), including making drainage opening wherever D RA TE
required complete etc. as per direction of Engineer-in-charge
(length of finished kerb edging shall be measured for payment).
(Precast C.C. kerb stone shall be approved by Engineer-in
charge). - Size of KERB - 450mm x 150mm x 500
16.69/
267
3.7 KERB PAINTING : Painting with synthetic enamel paint of DERIVE
approved brand and manufacture to give an even shade : Two D RATE
or more coats on new work, 13.€~ .1/
DIAL 100
(4) (5) (6) (7)
125.00 Cum 5137.81 642226.25
165.00 Sqm 76.17 12568.05
......................................................................................................................................................................................... 221 ....................................................................................... ····································
............................................................................................................................................................................................................ 4.0 ROAD MARKINGS
4.1 Painting ro~d surface marking with adequate nos of coats to
give uniform finish with ready mixed road marking paint DERIVE
conforming to IS : 164, cm bituminous surface in white/yellow D RATE
shade, including cleaning the surface of all dirt, scales, oil,
grease and foreign material etc. complete. NEW WORK (TWO
or MORE COATS)
16.48.1 /
262
19.00 Rm! 127.33 2419.27
.................................................................................................................................. ·-........................................................................................................................................................................................ .. 4.2 Painting Directional Arrows all as per architectural drawing and MARKET .
instruction from engineer - in - charge of work. RA TE
4.3 Painting ENTRY I EXIT IN English and Local Language for full
word all as per architectural drawing and instruction from MARKET
engineer - in - charge of work. RA TE
5.0 CULVERTS AND DRAINS
5.1 Excavating the trenches of required width for pipes, cables, etc.,
includng excavation for sockets, and dressing of sides, ramming
·of bottoms, depth upto 1.50 m, including getting out the
excavated soil, and then returning the soil as required, in layers DERIVE
not exceeding 20cm in depth including cosolidating each D RA TE
deposited layer by ramming, watering, etc., and disposing of .2.10.1.2 I
surplus excavated soil as directed, within a a lead of 50m. - ALL 73
KINDS OF SOIL. - Pipes, cables etc., exceeding 80mm dia_, but o
4.00 No 2500 10000.00
3.00 No 3250 9750.00
50.00 Cum 177 8850.00
not exceeding 300 mm dia. ~
::::::::::::::: ::::::::::::::K~J~~:1~1:;::~~;;;~::::::::::::::::::::::::::::::::::::~:::::::::: :~::~~~:::::::::::::::::::::.::::: ::::::::::::::::::::::: AR. E. (Civil) UVES - ~ s1'ITT\
UitarPradeshRajkiyaNirmanf,;; 0
11 H CHANDRA ~ xx1-c'RlP.? Lucknow. ' ,,gom Ltd. (A.R.E.)
U.P.R.N.N.LTD.
SAPL PART C5 [STR] - P. No. 100 ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2) (3)
5.2 Excavating the trenches of required width for pipes, cables, etc.,
includng excavation for sockets, and dressing of sides, ramming
of bottoms, depth upto 1.50 m, including getting out the
excavated soil, and then returning the soil as required, in layers DERIVE
not exceeding 20cm in depth including cosolidating each D RA TE
deposited layer by ramming, watering, etc., and disposing of 2.10.1.3/
surplus excavated soil as directed, within a a lead of 50m. - ALL 73
KINDS OF SOIL. - Pipes, cables etc., exceeding 300mm dia,
but not exceeding 600 mm dia .
DIAL 100
(4) (5) (6) (7)
17.00 Cum 276.34 4697.78
................... ............................................................................................................................................................... .................................................................................................................................... .
................... ............................................................................................................................................................... ........................................................................................................................................... . 5.3 Providing and Filling with Excavated earth available at site up to
required level in layers of 30 cm including leveling , watering
consolidation and compaction with Power Roller and achieve DERIVE
95% proctor density etc complete all as per drawing and as D RATE directed. 2.25 / 75
50.00 Cum 89.91 4495.50
..............................................................................................................................................................................................................................................................................................................................
................... ............................................................................................................................................................... ........................................................................................................................................... . 5.4 CARRIAGE OF MATERIALS using Mechanical Transport
including loading, unloading and stacking beyond 5 Km up to 1 O 1.1.2 (e +
Kms. f)/ 62 17.00 Cum 210.77 3583.09
..............................................................................................................................................................................................................................................................................................................................
5.5 Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in .
the proportion of 1 :2 (1 cement: 2 fine sand) including testing of 19,6.2 /
joints etc. complete: - 150 mm dia. R.C.C. pipe 340 45.00 Rmt 348.3 15673.50
..............................................................................................................................................................................................................................................................................................................................
................... ............................................................................................................................................................... ........................................................................................................................................... . 5.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in
the proportion of 1:2 (1 cement: 2 fine sand) including testing of 19.6.4 /
joints etc. complete : - 300 mm dia. R.C.C. pipe 340 60.00 Rmt 506.35 30381.00
............................................................................................................................................................................................................................................................................................................................
................... ........................................................................................................................................................ .... ........................................................................................................................................... . 5.7 Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in
the proportion of 1:2 (1 cement: 2 fine sand) including testing of 19.6.7 I joints etc. complete : - 600 mm dia. R.C.C. pipe 340
15.00 Rmt 1379.45 20691.75
:::::::::::::::::::::::::::::::::::::::::::::::·~::::::::::::::::::::·::::::::::::::::::::::::::::::::::::::::::::::::::::::::(::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: I.., __ ,"·•-' " /"\[) /"" \aivt;di)"J r\umar ~Aisra . - Y
.· ARE. (Civil) UJVIESH Cii/\NDRA U.!t2' Pradesh Raikiya Nirman ,'",r ,.a·. ; ,,, (A R ~ )
J 7· ~';;J'-'"I t.i.~\J1 , .J::.
Luc/mow. U.P.R.N.N.LTD.
SAPL PART C5 [STR] - P. No. 101
~~lcrR,Fl ~ >l'ITTI
~XXI-=
ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
5.8 Constructing BRICK MASONRY INSPECTION CHAMBER
750mm x 750mm, and 750mm depth (Clear inside dimension)
using table moulded non - modular bricks of class designation
50 in cement mortar 1 :5, with PCC M 10 grade concrte 1 OOmm
thick for foundation using 20mm down graded aggregates,
Double seal M.S cover with frame (medium duty) 750 x 750mm
internal dimensions, total weight of cover with frame to be not
less than 75 Kgs R.C.C top slab with Cement Concrete M 20
(3)
with 20mm and down size granite metal inside plastering 12mm MARKET
thick with cement mortar 1 :3, finish smooth with a floating coat
of cement on walls and bed concrete, excavation as per the
required size, return filling in layers of 20cm, watering ,
consolidation, removing excess earth up to 1 OOm and levelling
etc., complete as per standard design including cost of
materials, labour charges, curing complete as per Architectural
drawing, design and specifications. - INTERNAL CLEAR
DIMENSION - 750 X 750 X 750mm
5.9 900mm x 900mm, and 900mm to 1200mm depth (Clear inside
dimension) using table moulded non - modular bricks of class
designation 50 in cement mortar 1:5, with PCC M 10 grade
concrte 1 OOmm thick for foundation using 20mm down graded
aggregates, Double seal M.S cover with frame (medium duty)
900 x 90 Omm internal dimensions, total weight of cover with
frame to be not less than 75 Kgs R.C.C top slab with Cement
Concrete M 20 with 20mm and down size granite metal inside
plastering 12mm thick with cement mortar 1 :3, finish smooth
with a floating coat of cement on walls and bed concrete,
excavation as per the required size, return filling in layers of
20cm, watering , consolidation, removing excess earth up to
100m and levelling etc., complete_ as per standard design
including cost of materials, labour charges, curing complete as
p"er Architectural drawing, design and specifications. -
INTERNAL CLEAR DIMENSION - Size 900 mm x 900 mm x
900 mm to 1200 mm depth
5.10 Providing and fixing in trenches UPVC pipes to BS 4514 150
mm dia etc., complete ( For rain water collection to main drain)
RATE
MARKET
RATE
with necessary excavation , return filling in layers of 12 " thick , MARKET
watering , compaction and removal excess earth up to 100 m RA TE
and leveling etc, complete, all as per drawing and specifications .
DIAL 100
(4) (5) (6) (7)
12.00 Nos. 12500 150000.00
4.00 Nos. 27500 110000.00
30 00 Rmt 1000 30000.00
............................................................................................................................................................................................................... t··.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 6.0 ELECTRICALCABLE PULLING CHAMBERS . . ..
·································································i¥···························································································································································································································
") ,.urnar Misra cy -~ -3?i<Jlffi<l ·· ;: E.(Civi!J UMESH CHANDRA ,ri;r,fwni)
Vltar i'fa,:0or R?.jkiya Ninnsn Nigam Ltd. (A.R.E.) ,ri;r,f xx1-~ Lucknow. U.PR.N.N.LTD.
SAPL PART C5 [STR] - P. No. 102 ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1)
6.1
...................
................... 6.2
...................
SAPL
(2) (3)
Construction of RCC chambers for cable pulling with necessary
PCC2000 PSI 100 mm thick for foundation, RCC M-30 Bottom
slab 150mm thick, RCC walls150mm thick all as per drawing
including precast top cover slab 200mm thick, with necessary
Steel reinforcement form work, earth work excavation for
foundation, return filling in layers of 30 cm thick, watering, MARKET consolidation and removal of surplus excavated earth up to 100 RATE m and leveling etc. complete all as per drawing. - Type - A size
1.20 m x 1.20 m-x1 .20 m depth, Providing insert plates 10 mm
thick 200 mm wide x 90 mm depth 2 nos and ISMC channel 100
and 90mm long 4 nos in each chamber welded as per drawing
for cable supports ............................................................................................................................................................... . ....................... ............................................................................................................................................................... ........................ Providing and Fixing MS grating made of MS Channels, MS
angles fixed to Rec drain with removable top cover including
Galvanization of all the s~'.":.ictural steel member and steel MARKET
members, etc, complete all as per drawing.(Weight of Grating RATE
50 Kgs I Sqm).
............................................................................................................................................................... ........................
TOTAL PART C5
i#7 Kaiwa!ya Kumar Misra
ri.. R. E. (Civil) Uttar Prad8sh Rajkiya Nirman Nigam Lid.
·,,.,;Ji CHANDRA
Lucknow. . (A.R.E.) U.P.R.N.N.LTD.
PART C5 [STR] - P. No. 103
DIAL 100
(4) (5) (6) (7)
2.00 No 35900.00 71800.00
.................................. .................. . .......................... .....................................
.................................. .................. ........................... . ....................................
11.00 Sqm 5000.00 55000.00
.................................. ················· . .......................... ......................................
3157040
ROAD WORK - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH.
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
.................................................... DSR.2014 followed .................................................... .
DSR 2014 Rate I SOR 2015 SI. No. DESCRIPTION OF ITEMS 16 / DERIVED DSR (AS PER
SCH. No. QUAN TTY UNIT SOR RAW MATERIAL
RATES) Rate I AS PER MR
....................................................................... RATE AMOUNT
(1) (2) (3) (4) (5) (6) (7)
..................................................................................................................................................................................................................................................................................................................
................... PART-. BOQ _for_ BUDGET_ FIGURE ............................................................................................................................................................................................................. . PART : R.C. DRAIN ...................................................................................................................................................................................................................................................................................................................
1 EARTHWORK
Earth work in excavation by mechanical means (Hydraulic
excavator) I manual means over areas (exceeding 30cm in
depth. 1.5 min width as well as 10 sqm on plan) including
disposal of excavated ea,th, lead upto 50m and lift upto DERIVED
EW 1.1 1.5m, disposed earth to be levelled and neatly dressed. - RATE2.6.1
ALL KINDS. OF SOIL. - For R.C. Drain Foundation. - 172 Depth up to average 0.80 m .
120.00 Cum 136.43 16371.60
................... ........................................................................................................ ............................................................... ........................................................................................................................ . EW 1.2 Filling available excavated earth (excluding rock) in
tranches, plinth, sides of foundatiocs etc., in layers not DERIVED
exceeding 20cm in depth, consolidating each deposited RA TE 2
_25
layer by ramming and watering, lead up to 50m and lift up
to 1.5m . / 75
2.00 Cum 89 91 179.82
................... .......................................................................................................................................................................... ........................................................... ,, ........................................................... .
................... .............................................................................................................................. _ ................................................................................................................................................................... .. EW 1.4 CARRIAGE OF MATERIALS using Mechanical Transport
including loading, unloading and stacking beyond 5 Km up 1.1.2 (e + f) to 10 Kms. / 62
118.00 Cum 210.77 24870.86
..................................................................................................................................................................................................................................................................................................................... 2 PLAIN CEMENT CONCRETE .....................................................................................................................................................................................................................................................................................................................
PCC Providing and laying in position cement concrete of
2.1 specified grade excluding the cost of centering and DERIVED
shuttering - All work up to plinth level : 1 :3:6 (1 Cement : 3 RATE 4
_ 1 _5
coarse sand : 6 graded stone aggregate 20mm nominal 1 85
size) - For Foundation
8.00 Cum 6546.05 52368.38
:::):::: READY:M1x: CONCRET(: : :::::::::::::::::: ::: :::::::::::::::: : : : ::::::: ::::::::::[: :::::::::: :::::::: :::::::::::: ::::::::::::::::: : ::::::::::::
~~ cjV" ~ ~qi'(~q .
l<:aiwalya Kumar Misra · UMESH CHANDRA ~ wmi c, .... ;,,1h. ~- .E. (CMl)o . (A.RE.) ~ XXI-~
Ut::·, ,ou,;0.1 R~Jk1ya Nirm~n N1gamltd. U.P.R.N.N.LTD. LuckncvJ.
SAPL PART C6 [STRJ - P. No. 104 R.C.ORAIN - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD.
(1) (2)
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete
for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete
to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS: 9103 to
accelerate, retard setting of concrete, improve workability
(3)
.wilhout impairing strength and durability as per direction of Derived
Engineer-in-charge. (Note :- Cement content considered in Rate 5.33.1
this item is @ 330 kg/cum. Excess/ less cement used as /100 +
per design mix is payable/recoverable separately). 5.34.1 I
Extra for providing richer mixes at all floor levels.
Nole:- Excess/less cement over the specified cement
content used is payable /recoverable separately. Providing
M-30 grade concrete instead of M-25 grade BMC I RMC.
(Note:- Cement content considered in M-30 is @ 340 kg/
kg/cum) - All works up to Plinth level.
101
DIALlOO
(4) (5} (6} (7)
....................................................................................................................................................................................................................................................................................................................... A ALL WORKS UP TO PLINTH LEVEL ..........................................................................................................................
................... .................................................................................................................... .................................................... .................................................. ..................................................................... . RMC a) Pile Cap I Raft -
3.1 10.00 Cum 7884.08 78840.77
...............................................................................................................................................................................................................................................................................
................... ............................................................. .................................................................................................................................................................................................................................... . RMC Retaining wall
..... 3.2 ....................................................................................................................................................................................................................................................................................................... .
................... a)_Walls ......................................................................................................................................................................... 1.2.00 ... cum ............. 7884.08 ................... 94608.93
.............................................................................................................................................................................................................. 4 STEEL REINFORCEMENT ....................................................................................................................................................................................................................................................................................................................
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and ST 4.1 binding all complete UPTO PLINTH LEVEL. - THERMO - 5 .. 22.6 / 99
MECHANICALLY TREATED BARS .
2.65 M.T
......................................................................................................................... .............................................................................................................. .
SH 5 CENTERING AND SHUTIERING
68100
.......................................................................................................................................................................................................................................................................... Centering and shuttering including strutting, propping etc.
and removal of form work for : 4.3 I 86
180465.00
....................................................................................................................................................................................................................................................................................................................... _SH_5.1 .. Foundations,.Footings,_Bases_for Columns ........................................ 4.3.1_/ 86 ....................... 16.00 ... Sqm ................ 196.45 ...................... 3143.20
..................................................................................................................................................................................................................................................................................... SH 5.2 Centering and shuttering including strutting, propping etc.
and removal of form for : - Foundations, footings, bases of
columns, etc. for mass concrete - For COLUMNS, PILE 5.9.1 / 97
CAP & RAFT SLAB
8.00 Sqm 196.45 1571.60
................................................................................................................................................................................................................................................
SH 5.3 Centering and shuttering including strutting, propping etc.
and removal of form.for :WALLS (any thickness) including
attached PILASTERS, BUTIERESSES, PLINTH and 5.9.2 197
STRING COURSES, ETC.,
::::::::::::::: :::::::::::::l<c:iw2iyE1~ Misra ::::::::::::::::::::: : ......... ty/ U , ., _ ,,"/·· R. _E. (Civil) UM ESH CHANDRA
SAPL tta, ' r aGoo,1 RaJk1ya Nirman Nigam Lid, PART C6 [STRJ - P. (M9R.~, Lucknow. U.P.R.N.N.LTD
106.00 Sqm 360.80 38244.80
0 '''''''''''(t1•• ............................... .
···········iv····················································································· ~~cM'<iil
~wm'I ~ XX\-~ R.C.DRAIN - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
(1) (2) (3) (4) (5) (6) (7)
PL 6.0 PLASTERING ...................................................................................................................................................................................................................................................................................................................... Pl 6.1 CEMENT PLASTER IN FINE SAND for Concrete Surfaces
12mm Cement Plaster of mix: 1:4 (1 Cement : 4 Fine
Sand) and Extra for providing and mixing water proofing 13.1.1 I material in cement plaster work in · proportion 216 + recommended by the manufacturers. - Water Proof Plaster 13.21 / 217
in Trenches
M 7.0 MISCELLANEOUS WORKS
145.00 Sqm 166.89 24489.05
............................................................................................................................................................................................................................................................. , ....................................................... . M 7.1 Providing and fixing factory made precast RCC perforated
drain covers, having concrete of strength not less than M-
25, of size 800 x 600x 100 mm, reinforced with 8 mm dia
four nos longitudinal & 9 nos cross sectional T.M.T. hoop
bars, including providing 50 mm dia perforations @ 100 to DERIVED
SAPL
125 mm c/c, including providing edge binding with M.S. RATE
flats of size 50 mm x 1.6 mm complete, all as per direction
of Engineer - in- charge. [DERIVED RA TE 24.90 / 1364]
TOTAL PART C6
"' ~ . ·~, !\ ~. •··. i, .. r,.,.,,-.,;i'/'1 umar Misra . K. R. E. (Civil)
Uttar PradJsh Rajkiya Nirman Nigam Lid. Lucknow. ·
24.90 I
1364
PART C6 [STR] - P. No. 106
126.00 Sqm 1432.52 180497.52
695652
R.C.ClRAIN - ABSTRACT BOQ
U.P.RAJKIYA NIRMAN NIGAM LTD. DIAL 100
'TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH.
SI.
No.
(1)
DESCRIPTION OF ITEMS
(2)
Based on UPPWD Schedule of Rates 2015--16, Lucknow &
.................................................... DSR2014.followed .................................................... .
DSR 2014 Rate I SOR 2015
16 / DERIVED DSR (AS PER
SCH. No. QUANTTY UNIT SOR RAW MATERIAL
RATES) Rate I AS PER MR
RATE AMOUNT
(3) (4) (5) (6) (7)
....................................................................................................................................................................................................................................................................................................................
............... PART_-_BOQfor_BUDGET_FIGURE ............................................................................................................................................................ -.................................................. . PART : COW CATCHER ......................................................................................................................................................................................................................................................................................................................
.................................................................................................................................................................................................................................................... · ................................................................ . STEEL WORK: .....................................................................................................................................................................................................................................................................................................................
1.1 Structural steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position
and applying a priming coat of approved steel primer all 10.1 / 173
complete. - COW CATCHER
4.10 MT 67700 277570.00
...................................................................................................................................................................................................................................................................................................................
SAPL
TOTAL PART C7
l<aivialy~r Misra Utt " . AH. E. (Civil) . ar nacesh Rajkiya N' .
L 1rman Nigam LIQ. ucknow.
~ UMESH CHANDRA
U (A.RE) .P.f?.N.N.LTD .. .
PART Cl [STR] - P. No. 107
277570
COW CATCHER - ABSTRACT BOQ
U.P. RAJl(IYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTIAR PRADESH.
Based on UPPWD Schedule of Rates 2015 -16. Lucknow &
' DSR 2014 followed.
DSR2014 Rate/ SOR2015-SI.
DESCRIPTION OF ITEMS 16 / DERIVED DSR (AS PER No.
SCH. No. QUANTTY UNIT SOR RAW MATERIAL
RATES) Rate I AS PER MR
RATE AMOUNT
(1) 12\ /3\ 14\ 15) 16) (7)
PART - BOQ for BUDGET FIGURE
PART :C
4 LANDSCAPING WORK:
ST Providing and laying grass over a ground level inclu.ding
4.2 cutting, supply and laying of manure, red earth, plantation, MARKET planting of seeds, etc., complete. RATE
15870.00 Sqm 70.00 1110900.00
TOTAL PART CS . 1110900
'""'' '---iiANDRA U IA.RE)
.P.R.N.N.LTD. . .
SAPL PART CSP. No. 108 HORTICULTURAL WORK - ABSTRACT BOQ
UP RAJKIYA NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION
CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH . .
SI. DESCRIPTION OF ITEMS
No.
(1} (2)
PART - BOQ for BUDGET FIGURE
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
DSR 2014 followed.
SCH. No. QUANTTY UNIT
(3) (4) (5)
DSR 2014 Rate I SOR 2015
16 / DERIVED DSR (AS PER
SOR RAW MATERIAL
RATES} Rate I AS PER MR
RATE AMOUNT
'(6} (7)
..................................................................................................................................................................................................................................................................................................................... PART : C - SIGN BOARD
...................................................................................................................................................................................................................................................................................................................... A SIGN BOARD WORK : ......................................................................................................................................................................................................................................................................................................................
Providing and construction informatary name board of size
3.50 x 2.00 m with burnt brick masonry in CM 1 :6 with NON
modular bricks of standard size of class designation 50 (Table
Moulded}. The foundation shall be provided with M 7.5 for a
depth of 10cm and with SSM with CM 1 :6 and coping concrete
with C.C M 10 as indicated in the drawing. The name board
shall be provided with 12mm thick rough plaster in CM 1 :6 on
both sides. including rounding of corners. The name board
shall be provided with 20mm thick approved colour granite. MARKET
The brass letters shall be fixed as per the drawing and at the RATE
place indicated by the Engineer · in - charge of the work. ·The
cost includes excavation, cost of all materials, centering,
transporting charges, cost of granite, nosing, brass letterings,
logos.fixing charges etc., all complete The work shall be
carried out as per the detailed specification, drawing and
directions of the Engineer in charge of the work.
4.00 Each 35000.00 140000.00
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::·:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::{::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
\.A~ cy /.,..· ... ,.~ . . h,a1v,a,1a i{urnar Misra . , ... _ ~ 'l!'Jq1~'<1il
AR. _E. (Civil) u,,i.LSH CHANDRA ~ li'ITTI 'RaJk1ya Nirman Nigam Llcl. (A.R E ) ~ XXI-~
Lucknow. .. U.P.R.N.N.LTD ...
SAPL PART C9 P. No. 109 SIGN BOARD - ABSTRACT BOQ
UP RAJKIYA NIRMAN NIGAM LTI:>.
(1) (2)
2 Providing and construction informatary name board of size
7,00 x 2.00 m with burnt brick masonry in CM 1:6 with NON
mo.dular bricks of standard size of class designation 50 (Table
Moulded). The foundation shall be provided with M 7.5 for a
depth of 10cm and with SSM with CM 1:6 and coping concrete
with C.C M 10 as indicated in the drawing. The name board
shall be provided with 12mm thick rough plaster in CM 1:6 on
both sides including rounding of corners. The name board
(3)
shall be provided with 20mm thick approved colour granite. MARKET
The brass letters shall be fixed as per the drawing and at the RATE
place indicated by the Engineer - in - charge of the work. The
cost includes excavation, cost of all materials, centering,
transporting charges, cost of granite, nosing, brass letterings,
logos.fixing charges etc., all complete The work shall be
carried out as per the detailed specification, drawing and
directions of the Engineer in charge of the work.
3 Providing and fixing name board at the Main entry to the
building of size 1.50 x 2.10 mis, made out of 12mm thick
Toughened glass. The lettering shall be of brass of 100mm
height and specified thickness as per drawing at each fioor
4
SAPL
and entry to auditorium. The rate includes 12mm thick MARKET
toughened glass, brass letter, and supp rots to the glass panel RA TE
made of glass I brass. as per the drawing. the cost includes
providing, fixing, transportation, electrification etc., as per
drawing and direction from engineer in charge complete at -all
levels.
Providing and fixing room indicator name plates of 300mm
width and 1 OOmrn height and 3mrn thick, rust I matt finish MARKET
stainless steel plate of heavy gauge with letters of polished
steel as per the drawing and specification. RATE
TOTAL PART C9
.,·,L,:,.f-I CHANDRA . (A.R.E.)
U.P.R.N.N.LTD.
PART C9 P. No. 110
(4) (5) (6)
2.00 Each 60000.00
12.00 Each 80000.00
62.00 Each 10000.00
J
"!Ul'R- ~lqJf<!q ~ 11'ITT) ~ XXI- oRJr.ra;
DIAL 100
(7)
120000.00
960000.00
620000.00
1840000
SIGN BOARD - ABSTRACT 80Q
U P NIRMAN NIGAM L TC> DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 100),
LUCKNOW, UTIAR PRADESH.
Based on UPPWD Schedule of Rates 2015 -16, Lucknow &
.................................................. DSR 2014. followed ................................................... .
DESCRIPTION OF ITEMS
DSR 2014 Rate I SOR 2015
16 / DERIVED DSR (AS PER SI.
No. SCH. No. QUANTTY UNIT SOR RAW MATERIAL
RATES} Rate I AS PER MR
RATE AMOUNT
(1} (2) (3) (4) (5) (6) (7)
.............. PART_-_BOQ_for BUDGET.FIGURE ............................................................................................................................................................................................................... .
.............. PART ... :.C_-TUBE_WELL ......................................................................................................................................................................................................................................... .
a. Transportation of Rig Machine Markel 1.00. Job 25000 25000.00
.......... Rate .................................................. .
b. Erection and Dismantling of Rig Machine Market 1.00 Job 12000 12000.00
.......................................................................................................................................................................... Rate ............................................................................................................................. .
...... ? ...... Water.Supply _charges and_ drilling_fluid .................................................... _Market rate ................... 1.00 .... Job .... .............. ?.~9.9.9. .................... ?.!J.9.9.9.:99.
3 Drilling 200mm Dia bore hole in alluvium other than rock,
sand stone and boulder formations:
.............. From.G.L.to_ 150mts .................................................................................... .
Market
Rate 89.00 Rm! 1650 146850.00
4 Reaming of 200mm dia Filo! bore to 500mm dia bore: Market 88
_00
Rmt 280 24640
_00
.............. From_G.L_to.150.mts .......................................................................................................... Rate ............................................................................................................................. .
5 Washing of Bore Holes Market 1.00 Job 30000 30000.00
.......................................................................................................................................................................... Rate ............................................................................................................................. .
6 Electric Logging of bore hole Market 1.00 Job 30000· 30000.00
.......................................................................................................................................................................... Rate ............................................................................................................................. . 7 Providing and lowering of Assembly pipe including cutting and
.............. welding by_providing_ a _collar: .............................................. · ................................................................................................................................................................................ . a. 200mm Dia M.S. ERW Housing pipe having wall thickness · Market
50.00 Rm! 3200 160000.00 .............. 6mm ................................................................................................................................................ Rate ............................................................................................................................. ..
· b. 150mm Dia M.S. ERW Blind pipe having wall thickness Market 30.00 Rmt 3000 90000.00
.............. 5mm ................................................................................................................................................ Rate .............................................................................................................................. . c. 150mm Dia M.S. ERW Slotted pipe Market
30.00 Rmt 3500 105000.00 .......................................................................................................................................................................... Rate .............................................................................................................................. .
.............. .................................................................................................................................................... ............................ ............................................................................................................ · ......... . 8 Providing and fixing Well Cap, Reducer, Clamp, Centre Guide
and Bail Plug Market
Rate 1.00 Job 42000 42000.00
9 Providing and packing the bore hole with suitable size of pea Market ?O.OO Cum 4500 315000_00 .............. gravel ........................................................................................................................................... Rate ............................................................................................................................ .
.... 10 .... Development_ by_Air_ compressor_of_suitable_ capacity_ - ..................................................................................................................................................................... .. ---- '..':~::::~:~=-·· ~;:,~,:::i~A t';::~~- -W"OO .......... '-~--""
A.RE. (CiviQ (A.RE.} ~ ll'ffil L :'ra,2,h Rajkiya Nirman Nigam Lid. PARY-t'1%-U ~ N!Pi11 ~ xxi- m;r;ra; TUBE WELL - ABSTRACT BOQ SAPL
Lucknow.
U P NIRMAN NIGAM L Tt> DIAL 100 .
(1) (2) (3) (4) (5) (6) (7)
pipes and fittings . Rate
.... 'i':i··· i:;;;pply a~d installation of 16 Gallon Chlorination Plant Market 1
_00
Job 60000 60000.00
.............. ···················································································································································· ........ Rate .............................................................................................................................. .
14 Construction of Pump House Market . 1.00 Job 300000 300000.00 . Rate ......................................... ................................................................................................. ......................... ..
TOTAL PART C10
Ui<lL.Jl i CHAN DR/I (A.R.E.)
U.P.R.N.N.LTD.
1999990
SAPL PART C!O - P. No. 112 TUBE WELL - ABSTRACT BOQ
UP NIRMAN NIGAM LT!>. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 100),
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &
..................... DSR_2014_followed .................................................. ..
SI.
No. DESCRIPTION OF ITEMS
DSR 2014 Rate I SOR 2015
16 / DERIVED DSR (AS PER
SCH. No. QUANTIY UNIT SOR RAW MATERIAL
RATES) Rate I AS PER MR
RATE AMOUNT (1) (2) (3) (4) (5) (6) (7)
...................................................................................................................................................................................................................................................................................................................... PART - BOQ for BUDGET FIGURE ...................................................................................................................................................................................................................................................................................................................... PART: C
DISTRIBUTION PIPE LINE WORK: .........................................................................................
2
Providing and fixing G.I. pipes complete with G.I. fittings
including trenching and refilling etc. - EXTERNAL WORK -
80mm Dia Nominal Bore
Painting G.I. pipes and fittings with two coats of anti-corrosive
bitumastic paint of approved quality : - 80mm Dia Nominal
Bore
18.12.8 I
313
18.40.8 I
319
3 Providing and filling sand of .grading zone V or coarser grade, 18
.41
_81
allround the G.I. pipes in external work:
4 Providing and fixing schedule puddle flanges made of heavy
class M.S. Pipe minimum 700mm long both side threading
upto 50mm dia pipe and one side threaded and other side
flanged for 63mm dia and above sizes with epoxy coating.
319
M.S. Plate 230 x 230 x 6mm shall be used for pipe size upto MARKET
50mm dia, 300 x 300 x 6mm M.S. Plate shall be used upto RATE
250mm dia pipe, 450 x 450 x 6 mm M.S.Plate shall be used
upto 350mm dia pipe. (Length of pipe shall be increase in
some cases.)
1255.00 Rm! 637.05 799497.75
1255.00 Rm! 20.25 25413.75
1255.00 Rm! 121.10 151980.50
25rnm dia nominal dia bore 4.00 Each 476.00 1904.00 ...................................................................................................................................................................................................................................................................................................................... 50mm dia nominal dia bore 4.00 Each 642.91 2571.64 .................................................................................................................................................................................................................................................................................................................... 65mm dia nominal dia bore 4.00 Each 741.55 2966.20
80mm dia nominal dia bore 6.00 Each 829.55 4977.30 ..................................................................................................................................................................................................................................................................................................................... 1 OOmm dia nominal dia bore 6.00 Each 1066.43 6398.58 150mm dia nominal dia bore 3.00 Each 1410.93 4232.79 ......................................................................................................................................................................................................................................................................................................................
SAPL
TOTAL PART C11
\(ry1·,.,~•-,~~,~ M. ''"" 1Cc11yalGrnar tsra i " F= ("' 'I) I,, n, ·-· •,AV/
. Rajkiya Nirman Nigam Ltd. LLC!,:?:ow.
1J1·,ii~Vi { Cl-J.Al~l)f{f--,. (A.R.E.)
U.P.R.N.N.LTD.
PART Cl! P. No. 113
( ) 999943
l>IST. PIPE UNE WORK - ABSTRACT BOQ
UP NIRMAN NIGAM LTD. DIAL 100
TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL 100),
SI.
No.
(1)
DESCRIPTION OF ITEMS
(2)
PART· BOQ for BUDGET FIGURE .
Based on UPPWD Schedule of Rates 2015 - 16, Lucknow & . ......................................................................... r ...................................................................... . DSR 2014 Rate I SOR 2015 SCH. No. QUANTIY UNIT ............................. ··········································
RATE AMOUNT
· (3) (4) (5) (6) (7)
.. ... ..PART : C12.... .......... . ............ ··············································································································································· ················································ ····················
......................................................................................... _ .................................... _ ..................................................................................................................................................................................... ..
A PERIPHERY WORK : . ... ... ........ ..... . ......... .... .... . ...... .
SAPL
1 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) 19.6.3 I including testing of joints etc. complete : . 250 Dia R.C.C 340 1600.00 Rmt 468.60 749760
Pipe
TOTAL PART C12
~ f(cdv;aiya Kumar Misra
A. R. E. (Civil) Vttar Pradesh Rajkiya Ninnan Nigam Ltd. ,_HAND RA
(A.R.E.)
U.P.R.N.N.LTD. · Lucknow.
PART C 12 P. No.114
749760
PERIPHERY WORK - ABSTRACT BOQ
Revised
BILL OF QUANTITIES
Electrical works Rs. 1803 .4 7 Lacs.
U.P RAJAKIYA NIRMAN NIGAM LTD.
1.01 HT PANELS 8: TRANSFORMER
1.02 HT CABLE 8: END TERMINATION
1.03 EARTHING
1.04 LT PANELS
1.05 LT BUSDUTS
1. 06 TELEPHONE SYSTEM
1. 07 L T CABLES
1.08 LT CABLE - END TERMINATIONS
1. 09 CABLE TRAYS
1.10 LIGHT FIXTURES
1. 11 MISCELLANEOUS ITEMS
1.12 DG SETS AND ALLIED WORKS
1.13 TELEPHONE SYSTEM (EPABX AND IP PGONES)
1.14 DATA AND VOICE PASSIVE SYSTEM
1.15 LIFTS
SUB TOTAL· PART - 1
SAPL P. No. · 1
Rs. 54,28,003
Rs. 5,63,764
Rs. 9, 10, 153
Rs. 147,34,003
Rs. 43,48,418
Rs. 27,465
Rs. 26,08, 172
Rs. 1,77,833
Rs. 2,30,008
Rs. 11,09,070
Rs. 5,71,449
Rs. 29,60, 159
Rs. 37,73,628
Rs. 62,87,491
Rs. 140,00,000
577,29,615
( ) ~<i'>TJ >llflfi__ (f)")
~of~o~tof';·,:-\ .. 't·::,\.' ::i
t5nl'~-2 r,~;1,:1 ::i·:!·.:-1:i:---:.:. ,,,,!·~-,.r,::;1
DIAL 100
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
2.01 EARTHING
2.02 L.T PANELS
2.03 MCB DISTRIBUTION BOARDS
2.04 SUB MAIN CIRCUIT
Rs.
Rs.
Rs.
Rs .
12,89,786
66,98,636
18,78,760
66,99,620 ..............................................................................................................................................................................................................................................
2.05 CONDUITS Rs . 45,31,249 ......................................................................................................................................................................................................... , ................................... .
2.06 POINT WIRING Rs . . 36, 17,671 ..............................................................................................................................................................................................................................................
2. 07 TV SYSTEM Rs . 18,880 ........................................................................................................................................................................................... , ................................................. .
2.08 WIREWAYS & RACEWAYS Rs. 12,77, 150 ............. , ............................................................................................................................................................................................................................... .
2.09 LIGHT FIXTURES Rs • 96,55,743 ................................................ , ........................................................................................................................................................................................... ..
2.10 CEILING FANS AND EXHAUST FANS Rs . 1,96, 140 ..............................................................................................................................................................................................................................................
2.11 LT CABLES Rs. 50,96,122 ............................................................... , ............................................................................................................................................................................. .
2.12 LT CABLE - END TERMINATIONS Rs. 1,29,536
2. 13 CABLE TRAYS Rs. 7,77,995
2.14 MISCELLANEOUS ITEMS Rs. 4,73,678
SUB TOTAL· PART· 2 423,40,966
TOTAL Rs. 1000,70,582
P. No. - 2 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
2.01 AC Chillers
2.02 AC Split
1
2
3
4
SUB TOTAL· PART - 3
Fire Alarm
Sprinkler and Fire Hydrant
Pneumatic Tube Detection
Supply and fixing of fire suppression system with NOV AC GAS (For server room).
SUB TOTAL,PART • 4
GRAND TOTAL
P.No.-3
DIAL 100
377,59,187
377,59, 187
54,98,380
233,02,086
28,23,517
108, 93,430
425,17,413
Rs. 1803,47, 182
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
TENDER FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER COORDINATION CENTER (DIAL 100), LUKNOW, UTTAR PRADESH
llsr. No. lDESCR.IPTION QTY Unit Rate Amount
hether explicitly-rnentionedllri(ifileachite·m·or .not, technical , general' specifiCiltfOn accorT1panyir18Bill of ll the items of work shall be treated as supply, installation, testing and commiSsioni_ng unless other wis€' __ _ n case of any discrepancy_ between the technical specificatioris, drawings or the BO_Q, _809, shall prevail.
---
~ase of lack of sufficient description either for th~ material or for the ins~l~ation,_ description in BIS shall prevail
·-~ly resin cast C.T of su_i!_able burden, class accuracy, ratio and_ voltage _s~all .be used. _____ ~------·-----·-----herever cables are laid indoor, rate_ for _laying shall exclude cost.of cable tray, hume_pipe_etc. --------·---·--··
--~~ .. owner reserves the righ_t to su_ep_lr_~~~~--~-~-~_o_s_t_~_!:~te ~ny C?!_!~~,..:.~!e_r:n_~~~-~~~!!on~d ~E:\~"":'.' __ .Con_!~-~~-~~!-_efer_schematic diagram. ---------·····-----·---- _________ --------·--·-··--·--------- ________ .. -·-·-ontractor to prepare_shop drawings based on_GFC drawing and to get __ approval_ b~fore execu~io_n: ·-···--·------------
All switchs I socket I RJ11 / RJ45 I TV Outlet shall be of modular type.
HT PANELS
.1.1 HT PANEL-1 Supply, store, erection, testing and_ commissioning of Single VCB panel comprising of 11 KV, 650A, 350 MVA, triple pole VCB, with 1No. Manually charged spring closing mechanism, 1 Set of mechanical close I trip knobs, mechanical on I off indicator, 1 No. mechanical spring charged I free indicator & 1 No. Operation counter. 1 No. (2-S)A overload trips shunt with time limit fuses calibrated for 75-150% and shunted by time limit fuse. 1-Earth leakage release calibrated for 20-80% of SA. 1 Set Resin cast single secondary current transformer of ratio 250/ 5A, class 1/5P10 accuracy, 15 VA burden for protection and indication. and provision for mounting sealing kit suitable for 1 R - 3 core, XLPE cable and all accessories complete as required.
1.2 HT PANEL-2 Supply, store, erection, testing and commissioning of Three panel VCB comprising of 11 KV, 350 MVA, Copper bus type with all accessories complete as required. INCOMER ; 1 No. 650 Amps, 350 MVA, triple pole VCB with 1No. Manually charged spring closing mechanism, 1 Set of mechanical close I trip knobs, mechanical on I off indicator, 1 No. mechanical spring charged I free indicator &1 No. Operation counter. 1 No. (2-S)A overload trips shunt with time limit fuses calibrated for 75-150% and shunted by time limit fuse. 1-Earth leakage release calibrated for 20· 80% of SA. 1 Set Resin cast single secondary current transformer of ratio 250/SA, class 1 /5P10 accuracy, 15 VA burden for protection and indication. and provision for mounting sealing kit suitable for 1 R - 3 core, XLPE cable.
P. No. - 4
Nos. 3,26,784 3,26,784.0
Nos. 15,97,613 15,97,613.0
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
Sr. No. DESCRIPTION
OUTGOING 2 Nos. 650 Amps, 350 MVA, triple pole, VCB each with 1 No. Manually charged spring closing mechanism, 1 Set of mechanical close I trip knobs, mechanical on I off indicator, 1 No. mechanical spring charged I free indicator &1 No. Operation counter 1- Operating handle with correct sequence device having ON I OFF and provision for pad locking. 1 No. Supervisory relay with potential free contacts 3-Resin cast single secondary current transformer of ratio 300/SA, class 1/5P10 accuracy, 15 VA burden for protection and indication. Breaker shall have all protective and auxiliary relays with Annunciation windows for protecting the transformers, Each cubicle shall have provision for mounting sealing kit suitable for 1R - 3 core, XLPE cable.
1. 3 TRANSFORMERS Supply, store, erection, testing and commissioning of 1250 KVA, 11KV/433V ONAN, Impedance 6.25%, outdoor type transformer with On Load Tap Changer (OLTC) with + 7% to-21 % Steps of 1.75%, Buchholtz relay, winding temperature indicator, oil temperature indicator, marshalling box with wiring, magnetic oil level indicator, HT side cable box ft LT side Bus duct, etc. complete including all standard accessories as approved and per specification and data sheet, approved by UPERC, to be mounted on 300 mm height pedestal; The rate shall include construction of pedestal including foundation. The rate shall also include supply, store, erection, testing a commissioning of indoor Remote Tap Changing controller (RTCC) panel along with 24 I 110 V DC supply with standby battery, battery charger for the above transformer with interconnections between RTCC and transformer and as per specification to be mounted on floor. 50% Load Losses - 4500Watts ft 100% Load Losses · 13870 Watts.
················· 2 HT CABLES
Supplying and laying of high tension 11KV cable, Dry Curing a Dry Cooling with true triple extrusion,simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded comapact circular aluminium conductor, screened insulated, insulation screened with extruded semiconduting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments ft confirming to the GTP of GROUP-A.
2.1 3C - 240 Sq.mm A2XFY Cable
P. No. · 5
DIAL 100
QTY Unit Rate Amount
2 Nos. 17,51,803 35,03,606
200 Mtr. 2,300 4,60,000
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
Sr. No. DESCRIPTION
3 Cable jointing kit for 11 KV (Earthed) grade cable for indoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size
3.1 Outdoor end termination kits for 3C 240 Sq.mm
3.2 Indoor end termination kits for 3C 240 Sq.mm
4 EARTHING 4.1 CHEMICAL EARTHING : For body application
Supply of advance chemical gel earthing system of Dual Pipe Technology (G.I.) Chemrode of 3 mtrs long 50mm dia of outer pipe with the 25mm dia of inner pipe of 80·100 micromr galvanized filled with highly conducting metallic compounds with the permanent sealings at both the ends with the lead terminal of 32x10mm size at the top. The length of the electrode shall be 3000mm excluding the lead terminal and the length of the lead terminal at the top shall be 1 OOmm. 50 Kgs of resistance lowering grounding Minerals shall be filled around the earth electrodes a as per specificatiomr. The cost shall include supply of heavy duty weather proof environment friendly poly plastic earth pit chamber with cover of auto locking facility with the following dimemriomr - 254mm dia (top), 330mm dia (bottom) and 260mm height. 4 knock-out openings for the easy interconnection of earth strips between the earth pits to form a grid.
P. No. · 6
DIAL 100
QTY Unit Rate Amount
U/R Nos. 13,465
12 Nos. 8,647 1,03,764
29 Nos. 16,863 4,89,013
(31 ffit;) ~<BT:f q1fR1 (fclo)
\.\O,! oxlOA of;'iof;;;io, ;'rJ·;:r.:'")·J f-::\c:~r,:;~1 ~CF1tf-2 ~·:-,·,:,;I ;-·1, ;;, ~'l-.;'1'·'-- .Y'::)'- "'( ., .• , , , - '-'
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
Sr. No. DESCRIPTION QTY Unit Rate Amount
4.2 CHEMICAL EARTHING : For Neutral Application Supply of advance chemical gel earthing system of Dual Pipe Technology (G.I.) Chemrode of 3 mtrs long 80mm dia of outer pipe with the 50mm dia of inner pipe of 80·100 microns galvanized filled with highly conducting metallic compounds with the permanent sealings at both the ends with the lead terminal of 50x10mm size at the top. The length of the electrode shall be 3000mm excluding the lead terminal and the length of the lead terminal at the top shall be 100mm. 50 Kgs of resistance lowering grounding Minerals shall be filled around the earth electrodes a as per specifications. 10 Nos. 22,077 2,20,771
The cost shall include supply of heavy duty weather proof environment friendly poly plastic earth pit chamber with cover of auto locking facility with the following dimensions 254mm dia (top), 330mm dia (bottom) and 260mm height. 4 knock-out openings for the easy interconnection of earth strips between the earth pits to form a grid.
~ -------- ------------ -------- -------------- --------------------4.3 Providing and fixing spiral earth electrode for poles as
required. 9 Set 544 4,896
5.0 EARTHING CUNDUCTORS
-------------------------------- ------------ -------- -------------- --------------------5. 1 Providing and fixing 50 mm X 6 mm G.I strip on surfac_e or in
recess for connections etc. as required. 50 Rmt 202 10, 100
5.2 Providing and fixing 40 mm X 6 mm G.I strip on surface or in-----------------------------------------------------
recess for connections etc. as required. 350 Rmt 166 58,100
5.3 Providing and fixing 25 mm X 6 mm G.I strip on surface or in recess for connections etc. as required. 10 Rmt 118 1, 180
-- 5.4 Providing and fixing 8 SWG dia G.I. wire on surface or in -- -------- -------------- --------------------
recess for loop earthing as required. 10 Rmt 20 195
--------- ---------------------------------------------------------------------------- ------------ -- --- --- --- --· ------ -- .. ------ . --------. ---5. 5 Providing and fixing 25 mm X 6 mm copper strip on surface
or in recess for connections etc. as required. , 120 Rmt 1,018 1,22, 160
------------ ------------ -------- -------------- --------------------5.6 Providing and fixing 25 mm X 3 mm Copper-st-;ip-On surface
or in recess for connections etc. as required. 2 Rmt 523 1,046
---------------------- ------------ -------- -------------- --------------------5. 7 Providing and fixing 8 SWG dia Cu. -wir€ on surface or in
recess for loop earthing as required. 25 Rmt 108 2,693
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
SAPL P. No. - 7 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
6 L .T. PANELS (INSIDE SERVICE BUILDING) Supply, installation, testing and commissioning of cubicle type medium voltage switch boards as per specifications and comprising of ACB, MCCB, switch fuse unit etc., enclosed in 16 guage M.S. cubicle complete with angle iron frame work, panel doors, horizontal and vertical busbars and outgoing feeders, bakelite separators, phase barriers, gaskets for door, feeders designations, etc., complete as per specifications. Main Switch Board shall be capable of withstanding 50 KA fault level. The panel shall be suitable for" erection on the floor using channel and fastners at regular intervals.
QTY Unit Rate Amount
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ---------------------6.01 LT Kiosk (outdoor type-IP 55) as per SLD. No. 5,31,802 5,31,802
6.02 MAIN LT panel as per SLD. No. 94,82,081 94,82,081
6.03 Isolator Panel 1 & 2 for DG (outdoor type-IP 55) as per SLD. Nos. 2,74,049 2,74,049
6.04 Isolator Panel 3 for DG (outdoor type-IP 55) as per SLD. Nos. 1,11,101 1,11,101
r--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------·
6.05 ACCP (320 KVAR) as per SLD. No. 8,31,034 8,31,034
r--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
6.06 Feeder pillar Panel (outdoor type-IP 55) as per SLD. No. 3,68,855 3,68,855
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
6.07 HVAC Panel-1 as per SLD. No. 8,76,956 8,76,956
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ---------------------EASY GEN (3000 SERIES) relay with control wiring.
6.08 Note: Shall be operated in consultation with DG Vendor. Nos. 1,55,541 1,55,541
--------- ---- ----------------------- --------------- ---------- ------------------------ ------------ ------ -- -------- -- ---- ----------------- ---
6.09 DG Synch Panel as per SLD Nos. 19,33,154 19,33,154
--------- ---------------------------------------------------------------------------- --- --------- -------- -------------- --------------------
6.10
Design, supplying, erection, connecting, testing & commissioning of 24/ 110 volt DC 180 AH supply system comprising of one set of batteries and battery charger with Boost charger and float charger complete suitable for operating the control devices of H.T. Panel and LT. panel. A DC DB shall be provided with 6 numbers of outgoing 16 amp. DP MCB's as spare feeder and 63A DP MCB incoming
feeder.
Nos 1,69,430 1,69;430
/ ~
--------- ---------------------------------------------------------------------------- ------------ -------- -----------~ ) '-@,----( 3TRc \ m1)
· i.; ¢lt i;f'ITT! (1'4 0}
P. No. - 8 tiC:clirlof::o~~~r~ORKS
U.P RAJAKIYA NIRMAN NJGAM LTD.
SAPL
Sr. No. DESCRIPTION
7 LT Busducts for outdoor Supplying and fixing following LT Busducts for Outdoor application, 1.1 KV Grade, compact sandwich Busduct, 3 Phase 4 Wire 100% N Aluminium Busbars, Outdoor (IP 65 with canapy) class B or above insulation (IEC 61439· 1 /6/CPWD) and as per the specifications connecting between Transformer I LT Kiosk I Main LT panel 2000 A Rating. Rate shall include fixing brackets, joints etc. complete as required.
7.1 Straight Run.
7.2 Terminal Flange.
7.3 Vertical Elbows.
7.4 Horizontal Elbows.
7.5 Set of copper flexibles to connect busduct and transformer terminals.
8 LT Busducts for Indoor Supplying and fixing following LT compact sandwich Busducts for Indoor application, 1.1 KV Grade, class B or above insulation (IEC 61439-1/6/CPWD) and, as per the specifications. Rate shall include fixing brackets, joints etc. complete as required.
8 01 Feeder unit at the bottom of Rising Main with 600A, 4P
. MCCB.
8 02 Feeder unit at the bottom of Rising Main with 600A, TP
. MCCB + 2NL.
IP 55, 3 Phase 4 Wire 100% N Aluminium Busbars, 600A 8.03 Straight vertical rising main with Tap-off points as per the
drawing.
IP 55, 3 Phase 4 Wire 200% N, Aluminium Busbars, 600A
QTY Unit Rate
28 Mtr. 59,254
8 Nos. 46,292
10 Nos. 31,479
8 Nos. 31,479
8 Set 48,884
Nos. 34,800
Nos. 34,800
20 Mtrs 12,523
8.04 Straight vertical rising main with Tap-off points as per the 20 Mtrs 15,818
--------- ~~-~:'.~~: ____ --- -------------------------------- --- --------------------- -- ------------ -- -- ------- ____ G
P. No. - 9
DIAL 100
Amount
16,59,112
3,70,336
3, 14,790
2,51,832
3,91,072
34,800
34,800
2, 50,458
3, 16,368
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
8.05 Tap·off points (Plug in Hole). 15 Nos. 7,440 1, 11,600
8.06 Flanged End. 2 Nos. 5,400 10,800
8.07 End Enclosure. 2 Nos. 3,200 6,400
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------· 8. 08 Vertical Fix Hanger. 10 Nos. 3,200 32,000
8.09 Vertical Spring Hanger. 10 Nos. 6,700 67,000
8.10 600A CU. Flexible Jumper upto 500mm length. 2 Sets 37,000 74,000
8.11 Suitable Horizontal Holding brackets. 20 Sets 3,200 64,000
8.12 63A 4P MCCB Tap off boxes. No. 26,500 26,500
8.13 1 ODA 4P MCCB Tap off boxes. No. 28,620 28,620
8.14 125A 4P MCCB Tap off boxes. No. 31,250 31,250
--------- ---------------------------------------------------------------------------- ------------ -------- --- --- --- --- -- --------------------· .
8.15 160A 4P MCCB Tap off boxes. 2 Nos. 33,750 67,500
8.16 63A TP + 2NL MCCB Tap off boxes. No. 25,500 25,500
8.17 100A TP + 2NL MCCB Tap off boxes. 2 No. 27,620 55,240
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ---------------------
8.18 125A TP + 2NL MCCB Tap off boxes. 4 No. 30, 750 1,23,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------8 TELEPHONE SYSTEM
Supply and fixing of RJ11 telephone outlets including mounting boxes and fixing accessories complete as required.
8 Nos 180 1,440
------------- -------------------------- ------------ -------- -------------- --------------------9 Supplying and drawing following 0.5 mm dia FRLS PVC
insulated annealed copper conductor, unarmored I armored telephone cable confirming to ITD specification S/WT-129C in the existing surface I recessed PVC conduit as required. "I
--------- ---------------------------------------------------------------------------- ------------ -------- -----~ -~-- ----- -------------(i;:;) f (" lo)
~,n~ ,;fl-JR) (Rio)
P. No. · 10 . • ~Jc;,;,:,\JoAo~eftTRICAL WORKS ;; 1\'~~ ;'i"\ ·~:;s-i~.,: __ 7 '/17)./.,;,r;>.
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
Sr. No. DESCRIPTION
9.1 2 pair unarmored cable.
9.2 20 pair Jelly filled armoured (PIJF) cable.
9.3 100 pair Jelly filled armoured (PIJF) cable.
Supply and fixing Krone type main distribution frame (MDF) in the recess I surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly painted
10 with 2 coat of red oxide paint & two coats of enamel paint. 20 pair.
11 LTCABLES Supply, laying and Installation commisioning XLPE insulated I P. V .C. sheathed cable of 1.1 KV grade with aluminium I copper conductor, Un-armoured I Armoured of IS:7098-1/1554-1 approved make by making necessary connection, testing etc. as required. The cable shall be laid indoor I outdoor. Cable shall be clamped at regular intervals using clamps and fasteners for indoor laying. For buried cables, the excavation work will be included under the heading "Civil works for outdoor cable laying." (Length of the cable indicated ls approximate. Exact length of the cable shall be ascertained as per the site condition before supplying the same to site)
11.01 3hC 25 Sq.mm. A2XFY
QTY
140
20
5
20
326
Unit Rate Amount
Mtr. 18 2,520
Mtr. 226 4,520
Mtr. 605 3,025
No. 798 15,960
Mtr. 347 1,13,041
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------11.02 3YiC70Sq.mm.A2XFY 300 Mtr. 694 2,08,050
11.03 3Y,C 95 Sq.mm. A2XFY 145 Mtr. 869 1,26,041
11.04 3YiC 150 Sq.mm. A2XFY 150 Mtr. 1, 136 1,70,430
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ------------- ----11.05 3hC 185 Sq.mm. A2XFY 265 Mtr. 1,357 3,59,499
--------- ---------------------------------------------------------------------------- ------------ ----- --- -------------- ----------------- ---
11.06 3Y,C 240 Sq.mm. A2XFY 150 Mtr. 1,700
P. No.· 11
DIAL 100
-------,;:· .:..J.,....;;_: .... _, __ J::\~- .- ---·'--'---"~·• ==cc'··::..-,--c--- ·.---··-·-,_·.,:., .. ·.L __ ec ___ ,_c,c, __ . ____ ._._, ____ ; __ . ______ _._--:2=::::'.:c':.::C,'.-.;;
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
Sr. No. DESCRIPTION QTY Unit Rate Amount
11.07 3Y2C 300 Sq.mm. A2XFY 60 Mtr. 2,018 1,21,068
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------11.08 3YzC 400 Sq. mm. A2XFY 500 Mtr. 2,494 12,46,875
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ---------. ----------
1 L09 3 C · 4 Sq.mm 2XWY 5 Mtr. 160
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------11.10 4C-4Sq.mm2XWY 410 Mtr. 202
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
11.11 4 C- 6 Sq.mm 2XWY 5 Mtr. 300
--------- ---------------------------------------------------------------------------- ------------ -------- ------- ------- --------------------
11.12 4C 10 Sq.mm. 2XWY 1300 Mtr. 436
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
11.13 3C 150Sq.mm. 2XFY 70 Mtr. 6,028
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
11.14 12 C-2.5 Sq.mm YFY 150 Mtr. 279
11.15 24C-2.5Sq.mmYFY 150 Mtr. 525
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------12 The HT and LT cables should be laid (1000mm for HT &
750mm for LT) below ground, complete with sand cushion, brick on both sides and top, including back filling compacting and making the top surface to the finish GL etc., for outdoor laying. Excavation and Back filling in layers of 150mm with watering and compaction. 50 Cmt. 306
Sand Cushioning : 100 mm below and above cables. Protection : Table mould bricks.
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
13
END TERMINATION Supplying and making end termination with brass Double compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed I XLPE aluminium conductor cable of 1.1 KV grade as required.
--------- -------------------------------------------------- --- ----------------------- ------------ -------- -------------- --------------------
13.01 3YzC 25 Sq.mm. A2XFY 14 Nos. 195 2,727
--------- ---------------------------------------------------------------------------- ------------ -------- ------ --- --- -- ------------------- .
13.02 3YzC 70 Sq.mm. A2XFY 4 Nos. 447 1,790
--------- ----------------------------------- ---- -- --- ------ ---- ----------- ----------- ------------ -------- -------------- --------------------
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
13.04 JY,C 150 Sq.mm. A2XFY
13.05 3l'2C 185 Sq.mm. AZXFY
13.06 3l'2C 240 Sq.mm. AZXFY
13.07 3Y,C 300 Sq.mm. AZXFY
13.08 3l'2C 400 Sq.mm. A2XFY
13.09 3 C · 4 Sq.mm 2XWY
13.10 4 C · 4 Sq.mm 2XWY
13.11 4 C · 6 Sq.mm 2XWY
13.12 4C 10 Sq.mm. 2XWY
13.13 3C 150 Sq.mm. 2XWY
13.14 12 C - 2.5 Sq.mm YFY
13.15 24 C · 2.5 Sq.mm YFY
.................................................... 14 CABLE TRAY (LADDER TYPE)
Supply a erection of the following sizes of pre-fabricated, factory assembled, bottled rung type ladder trays made out of Zmm thick Pre galvanised steel runners and slotted rungs at every 300mm interval, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts &. nuts, painting suspenders etc with all accessories like bends, reducers, Tee's, cross members, etc. complete as required.
QTY
2
20
2
2
36
2
10
2
80
6
2
2
Unit Rate Amount
Nos. 891 1,782
Nos. 1,240 24,795
Nos. 1,597 3,194
Nos. 2,254 4,509
Nos. 3,391 1,22,060
Nos. 89 178
Nos. 95 950
Nos. 95 190
Nos. 101 8,048
Nos. 989 5,936
Nos. 107 215
Nos. 145 290
··--••••• •n• ••• n•n ••••• n•••••• n• •••••••••••• n •••••H •• • ••• •n•••••n••••• ••n •• ·--•• ••••H• •• •• ••• • • ••• •• •• • • •• •• •• • .n ••• •••• • ••••• •
14.1 150 mm x 50mm 15 Mtr. 270 4,050
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
·- ----------· 14.2 300 mm x 50mm 15 Mtr. 423 ......... ---------------------------------------------------------------------------- ............ -------- ------ c .. ---- 6,345
P. No. - 13
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
14.3 450 mm x 50mm 115 Mtr. 607 69,805
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------14.4 750 mm x 62.5mm 105 Mtr. 962 1,01,010
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------14.4 900 mm x 62.5mm 5 Mtr. 1, 149 5,745
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------15 CABLE TRAY (PERFORATED TYPE)
Supplying and installing following size of perforated cable trays made out of 2mm thick Pre-galvanised sheet steel and 16SWG unperforated type covers perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with Galvanised M10 Hi·tech rod suspenders including bolts, Anchor fasteners 8: nuts, etc with all accessories like bends, reducers, Tee's, cross members, etc. complete as required.
15.1 150 mm width X 50 mm depth X 1.6 mm thickness 23 Mtr. 361 8,303
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------15.2 300 mm width X 50 mm depth X 1.6 mm thickness 25 Mtr. 565 14,125
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------15.3 450 mm width X 50 mm depth X 2.0 mm thickness 25 Mtr. 825 20,625
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------16 SUPPLY & INSTALLATION OF LIGHT FIXTURES
Supply, fixing, wiring and Installation commisioning LED light fitting with driver having efficiency>85% and in compliance to IEC standards suitable for continuous operation with THO <10%, power factor>0.98, RoHS compliant, duly wired up for use on 230 V AC supply. The fittings shall be made from die Cast aluminum housing, Heat sink for heat dissipation, high purity reflector, lumen efficeancy of 70 lm I Watt output. Fixture shall be CE
compliance.
--------- -------------------------------------------------------- . ------------------ ------------ -------- -------------- --------------------
P.No.-14
( . ,) ~:f >PiT0 (fl o)
Bo>lo'<lof.'to f"lof('j o, f.ni<liTc: f~ jpJ,T{-2, ,,, ,;;s,;:i:;
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
Sr. No. DESCRIPTION
16.1 72W IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs of CREE I NICHIA I OSRAM I PHILIPS make. Diffuser I glass cover for ensuring IP 65 protection for lamp and control gear compartment, system lumen output of 1500-8500 high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 25000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance (Similar to Philips make Greenline Xtra BRP322).
QTY
14
........ . ..................................................................................................................................................................................... . 16.2 13W IP 65 LED Decorative Outdoor Wall/ Ceiling Light with
Inbuilt High efficiency driver (Similar to Make Wipro LW01 · 101 ).
16.3 13W IP 65 LED Decorative Outdoor post top lantern Light with Inbuilt High efficiency driver to fix on 3Mtr. pole (Similar to Philips make BGP 150 LED 1000/NW PSU).
16.4 18 W Bollard with Inbuilt High efficiency Electronic Ballast suitable for continuous operation with THD <10%, power factor >0.98, RoHS compliant, duly wired up for use on 230 v AC supply. Similar to Philips make HCS370 1XPL-18WGR with 18W CFL.
Miscellaneous Items
Supply and spreading of 50mm. Jelly to a depth of 100 mm. 17 In 11 KV switch yard and transformer yard.
26
30
12
150
Unit Rate Amount
Nos. 8, 100 1,13,400
Nos. 1,800 46,800
Nos. 28,389 8,51,670
Nos. 8,100 97,200
Sq.m. 25 3,750
---- Supplying and fixing of class A (medium duty) GI pipe of - --- - --- ------
wall thickness not less than 3.25mm on pole I wall I drain crossing with necessary clamping arrangements for UG cable
18 of1.1 KV class. 10 Mtr. 391 3,910
(a) 50 mm dia
19 Angle iron 40 x 40 x 6 mm 59.2 Kgs. 263 15,570
20 Angle iron 50 x 50 x 6 mm 10 Kgs. 338 3,380
DIAL 100
SAPL P.No.-15 ELECTRICAL WORKS
U.P RAJAKIYA Nl.RMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
Fabricating, supplying and erection of ... Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for ....... Mtrs pole in single section and single joint welded as per IS 9595115 10178AWS having dimensions bottom ..... mm, top .... mm with
21 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A 123 and 153 etc., (With out foundation-for foundation details refer prevailing Civil SR).
QTY Unit Rate Amount
--------- ---------------------------------------------------------------------------- ------------ -------- --------------· --------------------3 meters Top 75mm and bottom 130 mm dia, J Bolt
21 ·1 M16x450
8 meters - Top 75mm and bottom 155 mm dia, J Bolt 21 ·2 M24x750
22 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable to out door Luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.
22.1 Single bracket 1.5 Mtr. Length
22.2 Double bracket 2x1. 5 Mtr. Length
26 Nos.
9 Nos.
5 Nos.
4 Nos.
...................... ....................... ....................... . .................................................................................. . 23
24
Supplying and making cable route marker with cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness 4o Each of 10cm including inscription duly engraved as required.
Supplying and installation of RUBBER MAT 1800x900x12mm. 6 Each
5,724 1,48,824
16,524 1,48,716
2,400 12,000
3,540 14, 160
300 12,008
2,203 13,218
Supplying and installing of COZ -2 Kgs capacity Fire ------------ -------- -------------· -------------------·
Extinguishers for multipurpose (Servers, Panels, Computers, 25 etc .. ) 2 Each 9,380 18,761
a) 4.5 ltre/Kg.
~----- ----------- -:,-"~~ -:icfif~ ~)"'}.:r)'\ /!-:>. \
: l · f '1' .·j,))
,.. r ~.-~.~~ c~ Yo x"i of:=';;:.,:'~ ic1 _:~; 1. '.-=.
P. No. - 16 ,:,·.,,,,, r'i,;rc: c:J;LECJRICAJ..WORKS "'-,'. ' ' . ..., L., · .. ·; ·,.,. ··l ,_( -
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
26 Supplying of Two Bucket stand along with Buckets. Each 630 630
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------27 Supplying of HAND GLOVES.
28 Supplying of First Aid Box.
29 Supplying of First Aid I Shock treatment Chart with Lamination.
Pair
Kit
Each
170 170
215 215
207 207
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- -------------------Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required . 30
............. .... .................... ............................................ _.................................. . ................................................... . Charges towards filing application, following 8: obtaining
31
approval of drawings I scheme by UPERC I Electrical Inspectorates I all agencies, obtaing clearence from Electrical Inspectorates for the installation & arranging servicing of the installation before handing over of the project as agreed. Rates exclude deposits I fees. ln addition this shall cover obtaining sanction and revewing any time construction power as may be required at site.
6 Each 155 930
1,75,000 1,75,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------32 DG SET· 320 KVA
Supply, store, erection, testing and commissioning of 320KVA DG set with out door acoustic enclosure comprising of diesel engine (radiator cooled type), alternator 320 KVA output, 415V, 50 Hz, 3 Phase 4 Wire, 0.8 power factor, Electronic Governor, controller and with accessories like batteries with external battery charger (mounted in LT panel), residential silencer for low noise operation, anti vibration mounting pads, 480 Ltr diesel tank and etc. complete as required. The rate should include supply of adopter box suitable for terminating 2R of 3Y2 C 185 Sqmm A2XFY cables, supply of acoustic enclosure containerised to accommodate 320 KVA D.G set with insulation (insulation material shall be non hazardous and glass wool free) The size of container in L x B x H shall be furnished alongwith the location with respect to the layout which is enclosed herewith.
Nos. 24,09,459 24,09,459
--------- ---------------------------------------------------------------------------- ------------ -------- __ .. _ ·- - --- ___ .. ____ .. _ .. _____ _
P. No.· 17
U.P RAJAKIYA NIRMAN NIGAM LTD.
Sr. No. DESCRIPTION
33 Exhaust System (JOB WORK) Supply, receive at site, store, unpack, assemble and connect exhaust pipe with Class B MS pipe with flanges, fire fly gaskets, hardware, mineral wool and aluminium sheet cladding etc., as per specification inclusive of all supports of wall, ceiling, etc., complete as required. Individual Exhaust pipe including flexibles from set with mineral wool and Alu. clading etc., as required complete for 625 KVA DG set (diameter of the pipe shall be specified by the vendor) as per local norms.
34 Exhaust System (JOB WORK) Supply, receive at site, store, unpack, assemble and connect exhaust pipe with Class B MS pipe with flanges, fire fly gaskets, hardware, mineral wool and aluminium sheet cladding etc., as per specification inclusive of all supports of wall, ceiling, etc., complete as required. Individual Exhaust pipe including flexibles from set with mineral wool and Alu. clading etc., as required complete for 250 KVA DG set (diameter of the pipe shall be specified by the vendor) as per local norms.
QTY
35
35
Unit Rate Amount
Mtrs 5,500 1,92,500
Mtrs 2,500 87,500
--·is··- Supplying and fixing of 75 MM thick, mineral wool insulation ------------ -----·-- -------------- -------------------
(of 150 Kg. Per cubic metre density) over the exhaust pipes of following diameter including cladding with aluminium 60 Mtrs 575 34,500 sheet of 26 SWG and covering from outside complete, as required.
36 Supporting work for exhaust system Steel work as required to support the exhaust system. Related civil works shall be included. Painting with two coats of primer and two coats 1500 of approved enamel paint.
Kgs 49 73,500
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------37 Lightning arrestor - Vertical air termination. Nos. 3,700 3,700
------------------------------------ ------------ -------- -------------- --------------------38 Supply, erection and testing of LED type Aviation
obstruction light of comprising of cast aluminium housing with polycarbonate enclosure (similar to Bajaj make BGAV 302 LED) and completely wired for use on 230/250 V grade 1 Nos. 9,000 9,000 50 cycle AC supply. Philips I Wipro I Bajaj.
39 Professional charges towards obtaining permission for installation as well as for running of Generator set from Chief Electrical Inspector to Govt. of Uttar Pradesh, Chief of State Pollution Control Board and any other statutory
LUM SUM
1,50,000
\ ' (Jlfi ff -
1,50,000
DIAL 100
SAPL P.No.-18
"i,'c/ilt i;r.ITT) (Fil O) ,Jo q o'(] o Rof.'l o li";o
Ff~<'n)c' f~t]CJ ~il>l,;[afcflltJ,/t'WORKS
U.P RAJAKIYA NIRMAN NJGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
40 DATA AND VOICE PASSIVE SYSTEM Supply and installation RJ 45 universal socket outlet (complying to latest ammendments EIA/ TIA 568 B.2-1 Specifications) suitable for UTP and contacts cat 6 or cat 6e as required with cable holder and spring loaded collapsible shutter including face plate, flush mounting boxes and fixing accessories complete as required.
41 Supply , Installation and Testing of 4 pair, fOO Ohm, 24 AWG, Cat 6 UTP, flexible, Double ended Patch Cords along with 2 No of RJ 45 connectors with strain relief boots as per TIA /EIA 568 B.2-1 Specifications including making connections to Information outlets of lengths with ferruling at both ends for identification.
QTY Unit Rate Amount
2300 Nos 420 9,66,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------41.1 1 Mtr/3 ft. 2000 No. 211 4,22,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------41.2 2 Mtr I 7 ft. 300 No. 316 94,800
--------- ---------------------------------------------------------------------------- ------------ -------- --- ----------- --------------- -----42 Supply , Drawing and Testing of 4 pair, 24 AWG UTP Cat 6
Cable as per latest ammendments of TIA /EIA 568 B.2-1 Specifications in existing PVC Conduits I trays including making connections to Information outlets and Patch Panels with ferruling at both ends for identification with 112500 Mtr. necessorry tools for punching, stripping, crimpping and testing required.
. ........................ . ....... ............................... .. Supply , Installation, Testing and Cornissioning of Rack mounted 19", Cat 6 UTP, 1.5-1.6 MM CRS chasis, powder coated Modular Patch Panels (upgradable to intelligent panels with use of sensor strips) with collapsible shutters on jacks to support latest ammendments of TIA I EIA Cat 6 Specifications in Existing Communication Rack along with necessary connections of Cat 6 UTP Cables, With Rear Cable management trays and clamps.
43
33 37, 12,500
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
43.1 16 Ports 10/100/1000. 8 . No. 6,224 49,792
--------- ------------------------------- --------------------------------------------- ------------ -------- -------------- --------------------
43.2 24 Ports 10/100/1000. 17 No. 6,752 1,14,784
--------- ------------------------------------------------. --------------------------- ------------ -------- ---- --- --- -- -- ------------------- '
43.3 48 Ports 10/100/1000. 21 No. 21,522 4,51,962
--------- ---------------------------------------------------------------------------- ------------ -------- --------@ ~:··--------------""-C""-L-f-, N.
P. No. - 19
i\ . ~=) \,)i fl( "1 ~it'
~·err~ Q'il ·1 ((};u) Ac, '· ';} D V. 0 {: 0 l '""1 c, I',(':(··,<,
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
44 Supply , Drawing and Testing of Indoor multimode [62.5/125um] glass 6 Fiber Optic Cable as per latest ammendments of TIA /EIA 5688.3 , GR 409 CORE I UL listed NEC 770 Standards in existing MS I PVC Conduits I slotted channels including making Terminations to active passive
QTY
equipments with ferruling at both ends for identification 100 with necessorry tools for Terminations and testing required.
45 Supply, Drawing and Testing of Outdoor, steel tape armoured multimode [62.5/125um] glass 6 Fiber Optic Cable as per latest ammendments of TIA /EIA 5688.3, GR 20 CORE/ UEC 794-1/ EN 187000 Standards in existing MS/PVC Conduits/ hume pipe including making terminations to active passive equipments with ferruling at both ends for identification with necessorry tools for Terminations and testing required.
50
Unit Rate Amount
Mtr. 450 45,000
Mtr. 500 25,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------46 Supply and laying 1 OOmm dia. 6mm wall thk. Double Wall
Corrugated (DWC) HDPE Pipes for U G Cable protection.
47 Supply, Installation and Testing of indoor 1 pair multimode [62.5/125um] glass Fiber Optic Patch Cords of One mtr length as per latest ammendments of TIA I EIA 5688.3 and IEC 794 Standard Specifications including ST II I SC I FC I MT I PC connectors at both ends as per requirements.
48 Supply, Termination and Testing of Epoxy I epoxyless ST II I SCI FC/ MT I PC connectors for indoor I out door multimode glass Fiber Optic Cable with necessorry tools for Terminations and testing required.
50
5
6
Mtr.
Nos.
Nos.
199 9,950
4,500 22,500
2,500 15,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ------------------· 49 Supply, Termination and Testing of 6 port LIU, 1U-2U
sliding fiber drawer, unloaded, with blank plates and testing
as required. Nos. 8,465 8,465
50 Supply, Termination and Testing of 24 port LIU, w:iu ------------ -------- -------------- -------------------sliding fiber drawer, unloaded, with blank plates and testing
as required . 2 Nos. 9,610 19,220
..................... .......................................... .................. .................................... .
:·-,,!:.; ,
P. No. - 20 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
Sr. No. DESCRIPTION
51 Supply, Installation and Testing of 19 " Rack mounted I surface mounted aluminium I CRS powder coated multimode glass Fiber Optic Cable Patch panel I LIU (upgradable to intelligent panels with use of sensor strips) along with cable tray I fiber management system, adapters for ST II I SC I FC I MT I PC connections including making connections (Terminations if required will be paid seperately) to active I passive equipments with ferruling at both ends for identification with necessorry tools for Terminations and testing required.
QTY
DIAL 100
Unit Rate Amount
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
51.1 12 Ports. No. 6,830 6,830
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
51.2 24 Ports. 2 No. 14,700 29,400
--------- ---------------------------------------------------------------------------- ------------ -------- --- --- -------- --------------------52 Supply , Installation, Testing and Comissioning of Wall
mounted Communication rack in two sections viz rear wall mount Section and hinged front section with glass doors, swing handles, lock, Top and Bottom Cable entries, Supports for mounting rack on wall, Cable managers, Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels, sliding shelves etc.
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
52.1 12 U (44 mm) wall mounted. No. 7,754 7,754
--------- ---------------------------------------------------------------------------- ---------- -- ----- --- -------------- --------------------
52.2 18 U (44 mm) wall mounted.
••••••••H •••••••• ••••••••--•••••••••••"""""""""""""""""""""""""'' .. ,. .. ,, ••••••••••••••••••••••••••••••••• '""""""""""""""""'''"'" ,, .... •••••••••• •
53 Supply , Installation, Testing and Comissioning of Floor mounted Communication rack in two sections viz rear Steel Door and hinged front section with glass doors, swing handles, lock on both doors, Top and Bottom Cable entries with gland plates, Castor with brakes, 7 nos Cable manager, 1 no Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels of 1 u I 2 u , sliding shelves. Frame of communication rack should be made of heavy grade Aluminum profile PS grey painted and panels should be made from CRCA steel 18 swg
RS Beige painted.
No. 16,036 16,036
~ --------- ----------------------------- ------------------------- ---------------------- --- --------- ---- -· --- ------ i:,.. ~-----------·
d~~ ,-r,fr (fcl O)
\JOY; ox! of~o fiof't1 u -~..-i , r r e>i r,(.i)tC r J~,'.·M -,· ... -· ::: - ~ (f;j;~-2. ;..:..l"?d~10.
SAPL P. No. - 21 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
Sr. No. DESCRIPTION QTY Unit Rate Amount
53.1 12 U (44 mm ) Floor Standing Rack. No. 7,754 7,754
--------- ---------------------------------------------------------------------------- ------------ -------- --------------- --------------------53.2 18 U (44 mm ) Floor Standing Rack.
53.3 24 U (44 mm ) Floor Standing Rack.
53.4 32 U (44 mm) Floor Standing Rack.
53.5 36 U (44 mm ) Floor Standing Rack.
................................ 54 TELEPHONE SYSTEM
EPABX Supply, installation, testing and commissioning of IP Based voice Communication System with 04 Port Voicemail, 08 Port FXS, 08 Port FXO, 2 PRI Trunk lines (30 Ch) Circuit with CLIP Facility, ZOO IP users License, 500 Analog, 01 Nos. IP Operator Console, 20 Party Conference, Speed Dial, Music on Hold , Internal I External ring difference, Call Barring, Call Pickup, Fully duplicated server in Active I Active mode .
3
2
5
No. 16,036 48, 108
No. 23,210 46,420
No. 26,586 26,586
No. 28,326 1,41,630
Set 30,40,000 30,40,000
......... ---------------------------------------------------------------------------- ------------ -------- -------------· --------------------55 IP PHONES-TYPE 1
Supply, installation, testing and commissioning of IP Phone type 1 · 2 VoIP accounts, 2x15 characters LCD, IPV6, 2xLAN, PoE.
56 IP PHONES-TYPE 2 supply, installation, testing and commissioning of IP Phone type 2 - single color graphic display, 3 accounts, PoE.
40
40
Nos 6,907 2, 76,298
Nos 11,433 4,57,330
DIAL 100
SAPL P. No. · 22 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
Sr. No. DESCRIPTION
57 LIFTS Supply, installation, commissioning and testing of 16 passengers capacity elevators machine room, etc., complete. Type of Elevator: Passenger Elevators Capacity of the Elevator 1088 kgs (16 passengers) Speed: 1.00m/s Number of floors to be served: Stilt to third floor Number of landing entrances: 5 (five) Number of Landing: 5(five) Travel distance: 15.Bm Size of Lift well available: 2670 mm x 2200mm Min. Lift pit depth available: 1600mm Lift car inside: 2000mm x 1300mm lift car door finish: Stainless Steel Hairline finish Lift car finish for walls: Stainless Steel Hairline finish Type of car door: Automatic center opening Stainless steel hairline finish Type of landing door: Automatic center opening St~inless steel hairline finish Lift car ceiling ft lighting: 55- Moonlight
TOTAL PART 1
P·. No. - 23
DIAL 100
QTY Unit_ Rate Amount
4 Nos 35,00,000 140,00,000
577,28, 175
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
EARTHING 1.1 CHEMICAL EARTHING : For body application
Supply of advance chemical gel earthing system of Dual Pipe Technology (G.I.) CheNSode of 3 mtrs long 50mm dia of outer pipe with the 25mm dia of inner pipe of 80· 100 microns galvanized filled with highly conducting metallic compounds with the permanent sealings at both the ends with the lead terminal of 32x10mm size at the top. The length of the electrode shall be 3000mm excluding the lead terminal and the length of the lead terminal at the top shall be 100mm. 50 Kgs of resistance lowering grounding Minerals shall be filled around the earth electrodes 8: as per specifications. The cost shall include supply of heavy duty weather proof environment friendly poly plastic earth pit chamber with cover of auto locking facility with the following dimensions 254mm dia (top), 330mm dia (bottom) and 260mm height. 4 knock-out openings for the easy interconnection of earth strips between the earth pits to form a grid.
1.2 CHEMICAL EARTHING : For Neutral Application Supply of advance chemical gel earthing system of Dual Pipe Technology (G.I.) CheNSode of 3 mtrs long 80mm dia of outer pipe with the 50mm dia of inner pipe of 80· 100 microns galvanized filled with highly conducting metallic compounds with the permanent seatings at both the ends with the lead terminal of 50x10mm size at the top. The length of the electrode shall be 3000mm excluding the lead terminal and the length of the lead terminal at the top shall be 100mm. 50 Kgs of resistance lowering grounding Minerals shall be filled around the earth electrodes 8: as per specifications. The cost shall include supply of heavy duty weather proof environment friendly poly plastic earth pit chamber with cover of auto locking facility with the following dimensions 254mm dia (top), 330mm dia (bottom) and 260mm height. 4 knock-out openings for the easy interconnection of earth strips between the earth pits to form a grid. ·
2.0 EARTHING CUNDUCTORS
20 Nos. 16,863 3,37,250
18 Nos. 22,077 3,97,387
--2~1 p·roviding and fixing 50 mm x 6 mm G.I strip on surface Or in ---------- -------- -------------- -------------------
recess for connections etc. as required. 5 Rmt 202 1,010
----------------- ------------ -------- ---------·-- - -------------------· --2.-z··- P·rQ~iding-ind fixing 40 mm X 6 mm G.I strip on surface or in recess for connections etc. as required. 85 Rmt 166 14, 110
P. No.· 24
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY
2.3 Providing and fixing 25 mm X 6 mm G.I strip on surface or in recess for connections etc. as required. 1360
.... ...... . ............................................................................................................................................ 2.4 Providing and fixing 8 SWG dia G.I. wire on surface or in
recess for loop earthing as required.
2.5 Providing and fixing 25 mm X 6 mm copper strip on surface or in recess for connections etc. as required.
2.6 Providing and fixing 25 mm X 3 mm copper strip on surface orin recess for connections etc. as required.
2. 7 Providing and fixing 8 SWG dia Cu. wire on surface or in recess for Loop earthing as required.
2 L .T. PANELS (EMRI BUILDING) Supply, installation, testing and commissioning of cubicle type medium voltage switch boards as per specifications and comprising of ACB, MCCB, switch fuse unit etc., enclosed in 16 guage M.S. cubicle complete with angle iron frame work, panel doors, horizontal and vertical busbars and outgoing feeders, bakelite separators, phase barriers, gaskets for doo"r, feeders designations, etc., complete as per specifications. Main Switch Board shall be capable of withstanding 50 KA fault level. The panel shall be suitable for erection on the floor using channel and fastners at regular intervals.
2.01 PCC as per SLD.
2.02 SMSB-1 as per SLD. (Stilt Floor)
2.03 SMSB-2 as per SLD. (Ground Floor)
2.04 SMSB·3 as per SLD. (First Floor)
2.05 SMSB-4 as per SLD. (Second Floor)
50
5
710
20
Unit Rate Amount
Rmt 118 1,60,480
Rmt 20 975
Rmt 1,018 5,090
Rmt 523 3,71,330
Rmt 108 2,154
No. 17, 16,877 17, 16,877
No. 2, 74,049 2,74,049
No. 3,03,675 3,03,675
Nos. 2,59,235 2,59,235
No. 3,03,675 3,03,675
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
2.06 SMSB-5 as per SLD. (Third Floor) No. 3,02, 194 3,02,194
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
2.07 SMSB Auditorium as per SLD. No. 2,05,907 • 2,05, 907
......... -----------------····· ·············································--------- ----·------· ........ -----·-...... ~ ':·~-------·
(T-,- f 1 ;;,. c: i
• • 1 <...'/
~fl fi \~) \·'.r:, q ··:, :} ! () f::'1 c, f~]o1:-\ .)
P. No. · 25 a ;, ; ;j f.;t ci "E!c~gI~C1~z»'.?~KS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY . Unit Rate Amount
2.08 Utility Panel Panel as per SLD. No. 2,13,314 2, 13,314
--------- ---------------------------------------------------------------------------- ------------ -------- --------------· --------------------2.09 UPS·MSB-1 as per SLD.
2.10 UPS-MSB-2 as per SLD.
2.11 UPS-SMSB-1 as per SLD.
2.12 UPS-SMSB-2 as per SLD.
2.13 UPS·SMSB-3 as per SLD.
2.14 UPS-SMSB-4 as per SLD.
2.15 UPS-SMSB-5 as per SLD.
2.16 UPS·SMSB-6 (Call centre Left wing) as per SLD.
2.17 UPS-SMSB-7 (Call centre Right wing) as per SLD.
2.18 Kitchen Panel as per SLD.
2.19 Lift Panel 1 to 4 as per SLD.
3 MCB Distribution Board Supply, erection, testing and commissioning of factory made PPI I VTPN distribution board as per site requirement, made out of 16 guage MS sheet steel enclosure confirming to IP 42 (metal door), MS cover with cutout for operating the MCB knobs and comprising of phase busbars, neutral and earth bar with tapped holes, DIN rail, bakelite phase barriers complete as required conforming to IS 13032 and IS 8623. The cost shall include supply of cable end box and meter box complete as required. DBs shall be flush I surface mounted.
4
Nos. 4,65, 142 4,65, 142
Nos. 8,01,407 8,01,407
Nos. 3,03,675 3,03,675
Nos. 2,48,866 2,48,866
Nos. 1,19,989 1,19,989
Nos. 1,27,396 1,27,396
Nos. 1,25,914 1,25,914
Nos. 1,85, 168 1,85,168
Nos. 2,22,202 2,22,202
Nos. 2,23,683 2,23,683
Nos. 74,067 2,96,268
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------I
3.1 8 Way SPN MCB DB (8 mod) 3 Nos. 1,317 /'I 3,950
--------- -------------------------------------------. ------------------------------- ---------··· -----··· ------- ------ . ~ ':: IGA···· ;~ '';' j
P. No. · 26 ~'E{ECT-RICALWORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
3.2 12 Way SPN MCB DB (12 mod)
3.2 Flexy DB 2 in Row MCB DB (26 mod)
3.2 4 Way TPN MCB DB (8 + 12).
3.3 6 Way TPN MCB DB (8 + 18).
3.4 8 Way TPN MCB DB (8 + 24).
4 TPN double cover (IP 42) Vertical DBs with provision for fixing 4P MCB / isolator I RCCB I RCBO as incomer and TP MCB as out going.
4.1 6 Way TPN MCB DB (8 + 18).
4.2 8 Way TPN MCB DB (8 + 24).
QTY Unit
Nos.
Nos.
5 Nos.
39 Nos.
31 Nos.
Nos.
Nos.
Rate Amount
1.606 1,606
2,517 2,517
2,624 13,120
3,207 1,25,081
3,855 1,19,508
5,750 5,750
6,950 6,950
--------------------------------------------- ------------ -------- -------------- --------------------240/ 415V MCB of breaking capacity not less than 10 KA (BI C I D tripping characteristic) ISi marked IS 8828 (1996) I conforming to IEC 60898 in existing board I sheets including
5 making connections with lugs, testing etc. as required.
5.1 Single pole - 6 to 32 A
5.2 Single pole - "D" curve 6 to 32 A
5.3 Double pole - 6 to 32 A
777
312
Nos. 200 1,55,012
Nos. 200 62,244
Nos. 603 603
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------5.4 Triple pole 6 to 32A 45 Nos. 978 43, 990
--------- ---------------------------------------------------------------------------- ----------· . --·----- -------------- ·-------------------
5.5 Triple pole 40 to 63A 39 Nos. 1,492 58, 169
--------- ----------------- ------------ -- -- ---. --------------------------------------- ------------ -------- --------·----- --------------------
5.6 Four pole 6 to 32A Nos. 1,299 1,299
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------5.7 Fourpole40to63A Nos. 1,910 /' 1,910
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- -; ~ M---· . . ~'.J;;~)
~~l;f•J;.:;
P. No. - 27
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
Supplying and fixing single pole blanking plate in the 6 existing MCB DB complete· etc. as required
7 Supl)Ly1 installation, testing and commissioning of suitable Contactor's with potential-free contacts for status and operation of suitable capacity for coritrolling of MCBs from BAS in existing DB's
QTY
10
Unit Rate Amount
Nos. 7 70
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------7.1 25A Single Phase Contactor 86 Nos. 1,320 1,13,520
--------- ---------------------------------------------------------------------------- ------------ -------- --------------· --------------------7 .2 32A Single Phase Contactor 33 Nos. 3,214 1,06,062
--------- --------------------------- ------------------------------------------------- ------------ -------- -------------- --------------------7.3 40A Single Phase Contactor 75 Nos. 3,214 2,41,050
11 .................... ,..... ................ ..................... ................ ....................................................... ................................ .................. . ................................... ., .................................. .
7.4 63A Single Phase Contactor 39 Nos. 3,576 1,39,464
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------8 Supplying, installation, testing and commissioning of
Passive Infrared (PIR) technology based occupancy sensor with day light dimming (lighting level shall be regulated as per availability of natural day light in an area along with occupancy detection.) having high preformance, regulating programmable type, suitable for connected load upto 10 Amp , for mounting height up to 2.8 mtr and for 5 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc. complete as required.
20 Nos. 4,447 88,940
---9 Supplying, installation, testing and commissioning of --Astronomical time switch of following configuration to be mounted in feeder pillars I Lighting DBs for automatic switching On & OFF of street lights at sun set a sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format. with suitable battery and indication for relay status i/c programming at site complete as required. a) 1 output per phase and suitable for single phase supply
Nos. 2,546 2,546
--------- ---------------------------------------------------------------------------- ------------ -------- -------------· --------------------10 Supplying and fixing following rating, double pole I Four
pole, 240/415 volts, RCBO (residual current circuit breaker + OL + SC) ISi marked (1512640)/ conforming to IEC 61009/1, having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
P. No. - 28
l,J.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
10.1 16A to 25A DP RCBO 30mA 86 Nos. 2, 134 1,83,498
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------10.2 32 A DP RCBO 30mA 33 Nos. 2,346 77,428
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------10.3 40 A DP RCBO 30mA 75 Nos. 2,719 2,03,925
10.4 63 A DP RCBO 30mA 36 Nos. 3, 162 1,13,839
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------10.5 40 A 4P RCBO 100mA Nos. 3,217 3,217
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------10.6 63 A 4P RCBO 100mA Nos. 3,493 3,493
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------11 SUB MAIN CIRCUIT I CIRCUIT MAINS
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface I recessed medium class PVC
conduit as required.
--------- ---------------------------------------------------------------------------- ------------ ---- -- -- -------------- --------------------11.1 4 x 1. 5 sq. mm wire in 20mm PVC conduit. 10 Mtr. 63 630
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------2 x 2.5 sq.mm+ 1 x 2.5 sq.mm earth wire in 20mm PVC
11 ·2 conduit. 6850 Mtr. 131 8,97,350
--------- ---------------------------------------------------------------------------- ------- -- --- -------- --- --- -------- --------------------
11.3 2 x 4 sq.mm+ 1 x 4 sq.mm earth wire in 25mrn PVC conduit. 31700 Mtr. 162 51,35,400
11.4 2 x 6 sq.mm + 2 x 2.5 sq.mm earth wire in 25mm PVC 30 Mtr. 231 6,930
conduit. --------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
11.5
4 x 6 sq.mm+ 2 x 2.5 sq.mm earth wire in 32mm PVC
conduit. 30 Mtr. 350 10,500
--------- ----------------------------- --- -------------------------------------------- ------------ -------- -------------- --------------------
11.
6 5 x 6 sq.mm + 2 x 2.5 sq.mm earth wire in 32mm PVC 800 Mtr. 398 3, 18,400
conduit. --------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
11.7
5 x 10 sq.mm + 2 x 4 sq.mm earth wire in 40mm PVC 470 Mtr. 703 _ 3,30,410
__ ro"oo"_____ _ ___ _ _ _ _ -~;. 4,···
P. No. - 29
(, I I 'JCT fm:) ~ ~ (fch)
'O O ]:! <1Rl01F'i O f.l ·< ~qfi~. t~~f;- ·~-m1f ···-2,. ~f-11
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
12 CONDUITS Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
12.1 20 mm dia 2 mm thick.
QTY Unit
22800 Mtr.
Rate Amount
56 12,76,800
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------12.2 25 mm dia 2 mm thick. 37425 Mtr. 85 31,97,199
12.3 32 mm dia 2mm thick. 250 Mtr. 85 21,250
12.4 50 mm dia 2.5 mm thick. 250 Mtr. 144 36,000
······· ......... .................................. .. .............................. .............................. ....................... . ....................... ················· ......... . . . ......... . . . ...... --------------------· 13 Point Wiring
Supply and wiring of light points I fan point I exhaust fan point I call bell point using Modular type switches, and wiring with 2x1.5 Sq.mm. stranded copper 660 Volts grade, FRLS PVC insulated wires, drawn through 2 mm thick FRLS PVC conduit in a concealed I open as required using necessary conduit accessories and fixing accessories like bends, junction boxes, collars, switches, receptacles, MS boxes with earth terminal, screwless cage connectors for neutral looping in switch board, clamps, ceiling roses, support from ceiling etc., complete as required. The 6A switches and receptacles shall be flush mounted in brick wall I concrete column. The rate shall include earthing of each light and 6A receptacle using FRLS insulated 1. 5 Sq.mm. multistrand copper earthwire.
--------- ------------------------------ ---------------------------------------------- ------------ -- --- --- -------------- --------------------
13.01 Single light point controlled by 6A switch 766 Nos 518 3,96,788
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------Same as above (Single light point) but LOOP POINT i.e. wiring of point looped from first point with 2x1 .5 sq. mm PVC insulated copper conductor FRLS wire (controlling switch in Single light point) in concealed I exposed FRLS PVC conduits medium grade of 20mm dia. as called for with accessories such as bends, junction boxes, pull boxes etc.,
14.00 in recess or on surface including cutting chases in the walls 1321 I floors and making good the same and earthing with 1.5 sq. mm PVC insulated copper conductor earth wire complete as required.
Nos 374 4,94,582
-- - ------------- -······~•M--(31 ~ \J.-ir.)
~q;ri i:.1-Tr,'l (Pl o) Bo:;:o,rof\of;-)o~o
P. No. - 30 c:r{,li];' f~~Ic; g-'~iECTR~Al'WoRKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY
15.00 One light point controlled by 2Nos. 2Way switch 31
........ .................... ................... .. .................. .................. . ...................................... . Ceiling fan point contorlled by a 6 amps switch (same as single light point). The rate shall include 1.6 mm thick M.S. Recessed fan box, hexagonal I round of size 100 mm dia,
16.0 depth 75mm, 12 mm dia rod fan hook with 100 mm length 1 extended on each sides ft 300W Stepped electronic regulator.
17.0 Supply ft Fixing of Electronic chime (ding dong) bell.
18.0
Supply, installation, testing and commissioning of Light Power points with switched socket outlets I socket outlets Et switches, flush mounted on wall I coloumn I modular type partition, internal connections using 2.5 Sq.mm MSCC wire for phase and neutral & 1.5 Sq.mm for earth wire etc., in concealed I open complete as required. Note : Circuit Wiring measured separately.
18.1 6A 5 pin receptacle controlled by 6A switch.
18.2 6A Switch and 3 pin receptacle located separately for exhaust fan, TV, etc ..
18.3 6A Switch multistandard receptacle (near mirror light) controlled by 6A switch.
19.0
Supply, installation, testing and commissioning of Power points with switched socket outlets I socket outlets & switches, flush mounted on wall I coloumn I modular type partition, internal connections using 4.0 Sq.mm MSCC wire for phase and neutral & 2.SSq.mm for earth wire etc., in concealed I open complete as required. Note : Circuit Wiring measured separately.
3133
92
Unit Rate Amount
Nos 770 23,870
Nos 583 583
Nos 439 439
Nos 635 19,89,455
Nos 690 63,480
Nos 635 635
-------------------------- ------------ -------- -------------- --------------------19.1 Supplying and fixing suitable size GI box with modular plate
and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 ft 15116 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
230 Nos. 395 90,850
-------------------------- ------------ -------- -------------- -------------------· 19.2 16 Amps 3 pin receptacle located on walls I columns
controlled by 16A switch for Projector ft AC unit (Switch and receptacle located separately) 22 Nos. 506 11,132
--------- ------------------------------. --------------------------------------------- ------------ -------- ---------- ·~
~·~ (~\'! ~)'
~{ q"ITT) (fuo) i}oi:[ox] of'lof.!o f2"10.
P.No.-31
=--.--+ ' (" . 1;1~ci,rc \q~._, ·· ,;J-2. <'l"<"sFTG> ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
19.3 6 pin 6/16 Amps combination universl receptacle with 16 amps switch, fuse and indicating lamps in 4 module IP 55
6 Nos. 2,500 15,000 enclosure (Legrand plexo box).
--19-.-4 Supplying and fixing 20 amps, 240 volts, SPN industrial type, - --- --socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on surface or in _recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
19.5 32 Amps 1 Phase 3 pin Moulded type industrial plug and socket controlled by 32 Amps SP MCB, in MS box of IP 55
68 Nos. 954 64,872
protection. The box shall be flush mounted in birck I hollow 9 Nos. 1,550 13,950 block wall as required complete.
................... ............. . ................................................................................................................. _ ............................................................... .. 19.6 Supplying and fixing 20 amps, 415 volts, TPN industrial
type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out Let and complete with connections, testing and commissioning etc. as required.
9 Nos. 1,967 17,703
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------19.7 Supplying and fixing 30 amps, 415 volts, TPN industrial
type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 amps "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
Nos. 2,473 2,473
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------19.8 1 set of 2 nos of 6A 3 pin universal receptacle & controlled
by 1 no. 16 Amps switch with indicator (UPS point for desk
top). 312 Nos. 570 1,77,840
--------- ---------------------------------------------------------------------------- --------- --- -------- --- --- ------ -- --------------------19.9 1 set of 3 nos of 6A 3 pin universal receptacle & controlled
by 1 no. 16 Amps switch with indicator (UPS point for desk
top). Nos. 650 650
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------20 Supply and installation of 8 Module Table top mounted
power distribution boxes (similar to NETBOX Turn & Turn Comfort of A. & H. Meyer make) with all accessories including 6A universal socket 8: switch, 2 Nos. cat ·6 data outlet, Telphone outlet internal wiring etc., complete.
10
.............................................................................................
P.No.-32
Nos. 17,500 1,75,000
. ........................ . {:: ..
( ,3jfi'rn 1 ~(':C;) ~;r ~ wir,fl ( n () J
BoR0Xf0f.iof;.:;r,;. , m-icrJli fq;:.•y,'.1 ~~r·.: ·.:-. ·:, '/7'.,';"f;·,-.:i~
·3·- -...:. <., 4, • f ~-l IVI
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
21 Supply and installation of 1 O Module Table top mounted power distribution boxes (similar to NETBOX Turn a Turn Comfort of A. & H. Meyer make) with all accessories including 2 sets of 5 pin 6A universal socket&. switch, 2 Nos. cat 6 data outlet, VGA a Audio (for goose neck microphone) 4 Nos. 19,500 78,000
outlet internal wiring etc., complete. .
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------· 22 3 Module Zinc coated steel metal box with all accessories
complete. Note the box shall be flush mounted.
a) 100 mm X 100 mm X 60 mm deep.
b) 150 mm X 75 mm X.60 mm deep
c) 180 mm X 100 mm X 60 mm deep
23 Supplying and fixing modular blanking plate on the existing modular plate &. switch box excluding modular plate as required.
24 TV SYSTEM Supply and fixing of modular coaxial TV outlet including mounting boxes and fixing accessories complete as required .
................................................................................................................................... 25 Supplying and drawing co-axial TV cable RG-6 grade, 0.7
mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
26 Supply and fixing 15 Way TV splitter mounted in 16 SWG MS box complete as per required.
27
WIRE WAYS a RACEWAYS Supply a Installation of (75X100) mm PVC trough with cover.
12
500
100
Nos. 108 108
Nos. 111 111
Nos. 127 127
Nos. 23 23
Nos 190 2,280
Mtr. 28 14,000
Nos. 2,600 2,600
Mtr. 545 54,500
- Supply a Installation of flush floor wire ways, fabricated out ------------ -------- -------------- -------------------
of 1. 6mm thick Pregalvanised sheet complete with 2 mm thick screwed type cover with counter sunk type screws.
28 The raceways shall be suitable to conceal in floor.
28.10 100 x 32.5mm 200 Mtr. 470 / 94,000 ~
.. ~,~, 0 ;n1 !~Yi (!~)c· \
, __ ;° (', ·; ,-J '(: 'J f>1 () r:;·) ,) :-~.Is. P. No. • 33 s ' }tf f_T~IC~~ 'f:'R,~KS
U.P RAJAKIYA NIRMAN NIGAM LTD.
Sr. No. DESCRIPTION QTY Unit Rate Amount
28.20 150 x 32.5mm 200 Mtr. 592 1,18,400
--------- ---------------------------------------------------------------------------- ------------ -------- --------------- --------------------28.30 200 x 32.5mm
28.40 300 x 32. 5mm
Supply 8: Installation of pregalvanised junction boxes with 3.1 Smm thick cover and with counter sunk type screws of
29.00 following sizes. The JBs shall have 32/25 mm dia knockouts on sides for conduit entrty.
29.10 150x150x40mmG.I.
29.20 200 x 200 x 40 mm G.I.
29.30 250 x 250 x 40 mm G.I.
29.40 350 x 350 x 40 mm G.I.
30 SUPPLY ft INSTALLATION OF LIGHT FIXTURES Supply, fixing, wiring and Installation commisioning LED light fitting with driver having efficiency>85% and in compliance to lEC standards suitable for continuous operation with THO <10%, power factor>O. 98, RoHS compliant, duly wired up for use on 230 V AC supply. The fittings shall be made from die Cast aluminum housing, Heat sink for heat dissipation, high purity reflector, lumen efficeancy of 70 lm I Watt output. Fixture shall be CE compliance.
300
600
25
25
100
100
Mtr. 730 2, 19,000
Mtr. 875 5,25,000
Nos 500 12,500
Nos 750 18,750
Nos 1,050 1,05,000
Nos 1,300 1,30,000
30.0i- SW 300mm Sleek Decorative LED Fixture with Inbuilt High ---- ---- -----------
efficiency driver (Similar to Philips make LED Linea batten BN 550 WLED 6 - 6500).
30.02 15W 600mm Sleek Decorative LED Fixture with Inbuilt .High efficiency driver (Similar to Philips make LED Linea batten
15W).
86
2
30.03 20W 1200mm Sleek Decorative LED Fixture with Inbuilt-High --
Nos. 950 81,700
Nos. 1,450 2,900
efficiency driver (Similar to Philips make LED BN 550WLED 250 00 20 _ 6500). Nos. 1,596 ~ 3,99, 0
--------· -------------------------------·------------------------------------------·- -----------· -------· -------------- -'¥_ ~--f I ----\ / )
(~If~ ~~ >PIRl (f;':o)
\_:;"oq,·f<loRiof~· :s:·, ·
DIAL 100
SAPL P. No. - 34 ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
30.04 1x28W 1200mm Industrial type fluorescent tube light fitting with reflector with energy saving electronic ballast and 1 No. 28W high efficiency TS lamp (2900lm). (Similar to Philips make TMS 122 M 1 xTL5 28W EBT) 15 Nos. 2,021 30,310
30.05 600x600min 40W Surface mount LED Light fixture with Inbuilt High efficiency driver (Similar to Philips make FullGlow RC380). 580 Nos. 8,000 46,40,000
30.06 600x600mm 29W Surface mount LED Light fixture with Inbuilt High efficiency driver (Similar to Philips make FullGlow RC380B).
Nos. 5,500 5,500
--------- ---------------------------------------------------------------------------- ------------ -------- ------------· --------------------30.07 Decorative Recess mount 6W LED Cirular down lighter with
Inbuilt High efficiency driver (Similar to Philips make DN189).
84 Nos. 3,548 2,98,053
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------30.08 Decorative Recess mount 12W LED Cirular down lighter with
Inbuilt High efficiency driver (Similar to Philips make DN 191 Green LED I).
12 Nos. 4,436 53,227
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------30.09 Decorative Surface I Recess mount 18W LED Cirular down
lighter with Inbuilt High efficiency driver (Similar to Philips make ON 192 Green LED I).
................... .................. ................. ...................... ..................... .. ................. . 30.10 Decorative Surface mount 4W LED wall light with adjustable
head & Inbuilt High efficiency driver (Similar to Philips
make Star 56240).
560 Nos.
5 Nos.
6,389 35,77,700
1,235 6, 175
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------30.11 Decorative Recess in wall 2W LED step light with adjustable
head & Inbuilt High efficiency driver (Similar to Philips
make White 30974 Step Light). 36 Nos. 4,104 1,47,744
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------30.12 13W IP 65 LED Decorative Outdoor Wall I Ceiling Light with
Inbuilt High efficiency driver (Similar to Make Wipro LW01·
101 ). 85 Nos. 1,800 1,53,000
------------------------------------------ ------------ -------- -------------- --------------------30. 13 4W IP 67 LED Decorative Step Light with Inbuilt High
efficiency driver (Similar to Philips make BWG 150). 20 Nos. 5,718 1, 14,360
--------- ---------------------------------------------------------------------------- ------------ ------ -- -------- --- --- ------------------30. 14 35W IP 65 High Power LED Outdoor bracket mounted Flood
Light fixture with Inbuilt High efficiency driver. (Similar to
Philips make BVP 120 LED) 15 Nos. 9,325 1,39,875
----------------------------------------- ------------ ------ -- -------------- --------------------30. 15 LED Aviation light comprising of aluminium housing with
polycarbonate enclosure. The cost shall include Inbuilt High efficiency driver (Similar to Make Bajaj BGAV 302 LED). 1 Nos. 6,200 6,200 ' ---- - ----------- ____ k~f
P. No.· 35
( 3Wrn Rr-g J ~ctJT~ ~rrnfr (~ln)
·,:::_icl) 11\:"! :) ·f:ro f~'ln ;:.:,:, .. ' - c .
Ff~ ,:,;~ I :';';fc[Llnlr.rifEAL worui;s;
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
31 SUPPLY AND FIXING OF CEILING FAN Supply, fixing, wiring and Installation commisioning Ceiling fan with double ball bearing, capacitor start complete with required length down rod, canopies, shackles and blades and without regulator working on 230/240V single phase Nos. 1,420 1,420
A/C. 1200 mm sweep· 5 star rated.
........... . ...... 32 SUPPLY & INSTALLATION OF EXHAUST FAN
Supply, wiring and Installation commisioning Heavy duty, continuous run, capacitor Start, 300 mm sweep, 900 RPM
single phase 151 marked Exhaust fan, 15:2312 fixing in 80 Nos. 2,434 1,94,720 existing opening including making connections testing etc. as required
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------33 LT CABLES
Supply, laying and Installation commisioning XLPE insulated I P.V.C. sheathed cable of 1.1 KV grade with aluminium I copper conductor, Un·armoured I Armoured of IS:7098-1/1554·1 approved make by making necessary connection, testing etc. as required. The cable shall be laid indoor I outdoor. Cable shall be clamped at regular intervals using clamps and fasteners for indoor laying. For buried cables, the excavation work will be included under the heading "Civil works for olltdoor cable laying."' (Length of the cable indicated is approximate. Exact length of the cable shall be ascertained as per the site condition before supplying the same to site)
--------- -----------------------------·--------·------------------------·------------ ------------ -------- -------------- --------------------
33.01 4C 10 Sq.mm. A2XWY 1640 Mtr. 281 4,61, 168
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.02 4C 16 Sq.mm. A2XFY 1560 Mtr . 328 5, 11,290
... ------ -------------------------------------- -------------------------------------- ------------ -------- -------------- --------------------
33.03 3YzC 25 Sq.mm. A2XFY 585 Mtr. 347 2,02,849
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.04 3YzC 35 Sq.mm. A2XFY 5 Mtr. 388 1,938
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.05 3YzC 50 Sq.mm. A2XFY 100 Mtr. 565 56,525
--------- ---------------------------------·- -- --- --- " -- -------· ----""". -------------- "----------- -- -- ---- ---- -- --- --- "" --------------------
33.06 3V,C 70 Sq.mm. A2XFY 75 Mtr. 694 52,013
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- -- ---- """" ----------
·-·~
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount .
33.08 3Y,C 120 Sq.mm. A2XFY 5 Mtr. 995 4,973
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------33.09 3Y,C 185 Sq.mm. AZXFY 35 Mtr. 1,357 47,481
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------33.10 3YzC 240 Sq.mm. A2XFY 300 Mtr. 1,700 5,09,865
--------- ---------------------------------------------------------------------------- ------------ ------ -- ----------- --- --------------------
33.11 3Y2C 300 Sq.mm. A2XFY 30 Mtr. 2,018 60,534
--------- ------------------ ---------------------------------------------------------- ------- --~-- ------ -- -------------- --------------------33.12 3YzC 400 Sq.mm. A2XFY 600 Mtr. 2,494 14,96,250
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------·
33.13 1 C · 6 Sq.mm YWY 5 Mtr. 218 1,090
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.14 1 C · 10 Sq.mm 2XWY 5 Mtr. 312 1,560
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.15 1 C · 16 Sq.mm 2XWY 460 Mtr. 450 2,07,000
--------- ---------------------------------------------------------------------------- ------------ ----- --- -------------- --------------------
33.16 1 C-25Sq.mm2XWY 1800 Mtr. 575 10,35,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
33.17 1 C · 35 Sq.mm 2XWY 415 Mtr. 750 3,11,250
•••••Hn •••n•n•••••••••••n•••••••••n••••••••••n•n•••••••n•n••••••nn••••••• •n••••••••• •••••••• ••••••••••• • •• •••••••n•••••••H•
33.18 1 C - 70 Sq.mm YY (Flexi Cable for LA) 150 Mtr. 490 73,500
--------------------------- ------------ -------- -------------- --------------------34 The HT and LT cables should be laid (1000mm for HT ft
750mm for LT) below ground, complete with sand cushion, btick on both sides and top, including back filling compacting and making the top surface to the finish GL etc., for outdoor laying. Excavation and Back filling in layers of 150mm with watering and compaction. 60 Cmt. 306 18,374
Sand Cushioning : 100 mm below and above cables. Protection : Table mould bricks.
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35
END TERMINATION Supplying and making end termination with brass Double
compression gland and Copper lugs for following size of PVC insulated and PVC sheathed I XLPE aluminium conductor cable of 1.1 KV grade as required.
--------- -------------------------- -- --- ------ --- ------------------------------------ ------------ -------- -- --- --------- --------------------
35.01 4C 10 Sq.mm. A2XWY 56
--------- ---------------------------------------------------------------------------- ------------ -------- --------------l~ " Nos. 137 7,661
( ~ (fc!o)1
~o'!Joiiofqof~1:·i//. · P. No. - 37 i,,Jcf,1± f,r%~L~mi~1f1~ 'tJ'.q~lf§;;
., .... ·--.:-"'"'"'"·""-~-
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
Sr. No. DESCRIPTION QTY Unit Rate Amount
35.02 4C 16 Sq.mm. A2XFY 66 Nos. 158 10,408
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------35.03 3Y,C 25 Sq.mm. A2XFY 34 Nos. 195 6,622
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------35.04 3Y,C 35 Sq.mm. A2XFY 2 Nos. 242 485
35.05 3Y,C 50 Sq.mm. A2XFY 8 Nos. 337 2,698
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------' 35.06 3YzC 70 Sq.mm. A2XFY 6 Nos. 447 2,685
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------35.07 3Y,C 95 Sq.mm. A2XFY 4 Nos. 585 2,341
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.08 31>\C 120 Sq.mm. A2XFY 2 Nos. 699 1,398
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.09 3Y,C 185 Sq.mm. A2XFY 2 Nos~ 1,240 2,480
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.10 31>\C 240 Sq.mm. A2XFY 12 Nos. 1,597 19, 163
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.11 31>\C 300 Sq.mm. A2XFY 4 Nos. 2,254 9,017
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.12 3Y,C 400 Sq.mm. A2XFY 12 Nos. 3,391 40,687
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.13 1 C - 6 Sq.mm YWY 2 Nos. 76 153
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.14 1 C - 10 Sq.mm 2XWY 2 Nos. 78 155
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.15 1C-16Sq.mm2XWY 30 Nos. 81 2,439
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
35.16 1 C - 25 Sq.mm 2XWY 128 Nos. 107 13,644
35.17 1 C - 35 Sq.mm 2XWY 40 Nos. 158 6,308
--------- --------------------------- ------------------------------------------------- ------------ -------- -------------- --------------------
35.18 1 C - 70 Sq.mm YY (Flexi Cable for LA) 4 Nos. 298 " 1, 193
--------- ---------------------------------------------------------------------------- ------------ -------- ------------- ~ ~j:·· ----· (~ ' 1
0 .rn-{ ~~1)1 r-fl I v. 0 ) -< ~....._ c~, '"·o l,ofof\ot"l0\"10r.::·, ,
_ _ ~T'.;""} ? .... -~ .. r&;::,1r P. No. - 38 z,{,,; 2. l•·ci/~,T ~[.:c'.'1'Rl\:AL wdi{KS SAPL
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION
36 CABLE TRAY (LADDER TYPE) Supply ft erection of the following sizes of pre·fabricated, factory assembled, bottled rung type ladder trays made out of 2mm thick Pre galvanised steel runners and slotted rungs at every 300mm interval, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts a nuts, painting suspenders etc with all accessories like bends, reducers, Tee's, cross members, etc. complete
as required.
QTY Unit Rate Amount
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
36.1 150 mm x 50mm 5 Mtr. 270 1,350
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
36.2 300 mm x 50mm 165 Mtr. 423 69, 795
36.3 450 mm x 50mm 145 Mtr. 607 88,015
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
36.4 750 mm x 62. 5mm 350 Mtr. 962 3,36,700
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
36.4 900 mm x 62. 5mm
37 CABLE TRAY (PERFORATED TYPE) Supplying and installing following size of perforated cable trays made out of 2mm thick Pre-galvanised sheet steel and 16SWG unperforated type covers perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with Galvanised M10 Hi-tech rod suspenders including bolts, Anchor fasteners & nuts, etc with all accessories like bends, reducers, Tee's, cross members, etc. complete as required.
15 Mtr. 1, 149 17,235
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------37.1 150 mm width X 50 mm depth X 1.6 mm thickness 150 Mtr. 361 54, 150
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
37.2 300 mm width X 50 mm depth X 1.6 mm thickness 300 Mtr. 565 1,69,500
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- -----------"' --------37.2 450 mm width X 50 mm depth X 2.0 mm thickness 50 Mtr. 825 41,250
--------- ---------------------------------------------------------------------------- ------------ -------- ---- -- -------- --------------------38 MISELANEOUS ITEMS
Supplying and fixing angle iron frame work fabricated out of M.S. angle iron .. and M.S. flat ... with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of
approved paint.
··--··--· ·······-···---·-····-····-·······-··-··-····-····-·····-··-··--····--·-····· --··-·····-· ········ ··--···· J· IA·--·······--,....ll.j:~:~~ . i . (311~ If~~
~ '(f, o) ~,ii W1 ""
P, 0 fr\ 0 \C'"I O ' '3o',lo'(\0\"1 =«Rii
P. No. · 39 m;i,<f>1-e. t~ ,r<!iU\1:i!EC°TRICAL WORKS
!.).P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
Sr. No. DESCRIPTION QTY Unit Rate Amount
38.1 Angle iron 40 x 40 x 6 mm 126 Kgs. 263 33,138
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
38.2 Angle iron 50 x 50 x 6 mm 146 Kgs. 338 49,348
Supplying and making cable route marker with cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at
39 the bottom and 50 cm X 50 cm at the top with a thickness of 1 Dem including inscription duly engraved as required.
20 Each 310 6,200
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------40 Supplying and installation of RUBBER MAT 10mm. 4 Each 1,105 4,420
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------41 Supplying and installing of C02 -2Kgs capacity Fire
Extinguishers for multipurpose (Servers, Panels, Computers,
etc .. ) a) 4.5 ltre/Kg.
5 Each 4,810 24,050
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------42 Supplying of Two Bucket stand along with Buckets. Each 630 630
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------43 Supplying of HAND GLOVES. Pair 170 170
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --- -----------------44 Supplying of First Aid Box. Kit 215 215
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------45 Supplying of First Aid Chart with Lamination. Each 225 225
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------46 Providing and fixing M. V. danger notice plate of 200 mm X
150 mm,
47
made of mild steel, at least 2 mm thick, and vitreous
enameled white on both sides, and with inscription in single red colour
on front side as required.
Supply ft Installation of the Early Streamer Emission lightning conductor, complete with a central pick-up rod, made of electrolytic copper with an upper series of electrodes to generate sparks (protection level 2 with radius 80Mtrs at height of 5mtrs) and connected to earth pit. The cost shall include supply and installation of Lightning Event Counter & Earth disconnector box made out
of sheet steel enclosure.
(Erico I LPI)
P. No. - 40
2 Each 141 282
Nos. 1,80,000 1,80,000
"1_, __ .. C' ~' ,::,:;. ,.:_
--------~----------··-----· .. ·-----
U.P RAJAKIYA NIRMAN NIGAM LTD.
SAPL
Sr. No. DESCRIPTION
48 LIAISON (JOB WORK) Charges towards filing application, following & obtaining approval of drawings I scheme by RSEB I Electrical Inspectorates I allagencies, obtaing clearence from Electrical Inspectorates for the installation & arranging servicing of the installation before handing over of the project as agreed. Rates exdude deposits I fees. In addition this shall cover obtaining sanction and rexewing any time construction power as may be required at site.
P. No. ·41
QTY
DIAL 100
Unit Rate Amount
LS 1,75,000 1,75,000
& fm:)
~Rt \.T"'ITT1 (fcl o) soq oi[f of.lof.'rofc;ro
~1~4i'1c: r<rqci ~4,1~-2. ~<51.-i...,..
ELECTRICAL WORKS
U.P RAJAKIYA NIRMAN NIGAM LTD.
49 FIRE ALARM SYSTEM Supply, Receiving, Storing, Installation, Testing & Commissioning of Analogue addressable Microprocessor based 10 Loops I zone controlled Fire Alarm Control Panel with interfacing box, capable of being RS-485 networked to the central monitoring System, to monitor and integrated the following quantity of accossries like detectors, MCP's I hooters I control modules, Fault Isolation Modules, hooters, response indicators, flash EPROM with sufficient numbers of programmable relay control, fire I fault indicators, audiovisual signals, central processing units, complete with LCD display, zone indicating LEDs as per the detailed specification: complete with Battery backup for 48 hours in standY mode and 30 minutes in alarm condition conforming fully to IS:2189. Each loop -should provided with minimum 100 nos. detectors and 100 nos. devices. The cost shall include standby battery a battery charger.
50 Supply, erection, testing and commiss1on1ng of Microprocessor based Analogue Addressable repeater panel, with 240V AC power, RS485 port, conforming fully to IS:2189 with 24 V DC standby battery, battery charger, fire I fault indicators etc. complete as required.
Nos.
Nos.
DIAL 100
8,93,680 8,93,680
3,51,000 3,51,000
--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------
SAPL
51 SMOKE DETECTORS Supply, installation, testing and comm1ss1on1ng of intelligent addressable detectors with indicating lamp, mounting base etc. complete as required.
51.1 Photo electric type smoke detectors.
51.2 Multisensor smoke detectors.
51.3 Beam detectors.
51.4 Heat detectors.
52 SOFTWARE Supply and Comissioning of software for remote programming of fire alarm system through central sontrol station.The software shall be capable of uploading and downloading of information to FACP graphics including autocad drawings detector information software as described above. Supply and Installation
P. No. -42
700
55
6
12
Nos. 3,800 26,60,000
Nos. 5,200
Nos. 45,000 2, 70,000
Nos. 4,700 56,400
Nos. 1,50,000 1,50,000
""._. __ . ''""''::.::..:..:.:.:..::·-----·.:::.::::::::..:::..:;:..::.~ "''""::::.::~---""' ""'""' "" """ _--" -, " -- ......... ---~-" ---------, ... -- . -·-----, ..... ---- .--· ......... _ .. '" ."' .. ~-----,--- -- .. '.' ........ ,.,,., .... ·::-::· ....... , ., .. _ .. _." "., ' ........ _ ... _ ....... ,., ...... __ ._.. -----------.· __ ........ _ .. _
U.P RAJAKIYA NIRMAN NIGAM LTD. DIAL 100
SAPL
r. No. DESCRIPTION
53 INTERFACE UNIT Supply, installation, testing and commissioning of intelligent addressable interface unit (conventional to addressable) with indicating lamp, mounting base etc. complete as required.
54 RESPONSE INDICATOR Supply, installation, testing and commissioning of response indicator, indicating· lamp mounting base etc. complete as required. Supply and Installation
55 ELECTRONIC HOOTER Supply, installation, testing and commissioning of addressable dual tone type electrinic fire alarm hooters, complete as required. Supply and Installation
56 FAULT ISOLATOR MODULE Supply, installation, testing and commissioning of fault isolator module with all accessories, complete as required. Supply and Installation
57 MANUAL CALL POINT Supply, installation, testing and commissioning of addressable manual call point with all
QTY Unit
Nos.
386 Nos.
58 Nos.
Nos.
Rate Amount
4,500 4,500
175 67,550
5,400 3,13,200
4,500 4,500
accessories complete as required. Supply and Installation 66 Nos. 4,500 2,97,000
58 ................................
Supply, wiring, testing and commissioning of 2C 18SWG armoured double insulated copper cable using fixing accessories complete as required.
59 Supply, wiring, testing and commissioning of 2C 1.5Sqmm unarmoured double insulated copper cable drawn in 20mm
5 Mtrs.
FRLS PVC conduit, complete as required. 10,750 Mtrs.
110 550
40 4,30,000
,-, r ,_ '.) :,::10;.r:or"101·-~01~:-;0,
'.i
P. No. -43 ELECTRICAL WORKS
U.P. RAJAKIYANIRMAN NIGAM LTD Dial· 100
I '\. I I I
PROJECT : Construction of State level Central Master Co-ordination Center 'Dial - 100) at Gomtl naaar .Lu DISCIPLINE : BOO· FOR FIRE FIGHTING SYSTEM CLIENT : U.P. RAJKIYA NIRMAN NIGAM LTD. ARCHITECTS : SUNDARAM ARCHITECTS PVT LTD CONSULTANTS : SUNDARAM ARCHITECTS PVT LTD CONTRACTOR
PART ·.
A FIRE PUMP ROOM EnLJJPMENT
B EXTERNAL HYDRANT SYSTEM
c CIVIL WORKS
D INTERNAL HYDRANT SYSTEM
E SPRINKLER SYSTEM
F SIGNAGES
G FIRE EXTINGUISHERS
GRAND'-TOTAL\· ,,_ · -: >-""'··
. -.--.·--·.-:·:->-:.-·-- ... _,_.: --_,._----: C' .. ;'_;:•·,S,t.NO_ -.-_ :::.,-:-:.-.. :·.,., ·'.•
Supply, installation, testing and Commissioning of electrically driven end 1.0 suction centrifugal fire sprinkler & hydrant pump, suitable for a\.;ltomatic
o"eration consistinr, of the followinr, :
Horizontal, end suction centrifugal Pump, suitable for operation on 415 volts + or • 6°/o, 3 phase, 50 HZ AC supply. The installation shall be complete with flexible coupling and coupling guard as required. Fire pump shall have C.I. casing, CS diffusers, bronze impeller (hard finished and dynamically balanced) and S.S. (304) shaft and mechanical seal, capable for delivering 2280LPM outlet head of 70 mWC to ensure a minimum pressure of 3.5 kg/sqcm at the farthest or topmost hydrant/ sprinkler. The installation shall be complete with necessary pressure gauges ,pressur switch with gun metal shut off cock on delivery side • (The Pump should be tested for bench mark at factory and shall be gotten approved by the Local fire Authority).
Supply, installation, testing and Commissioning of Diesel Engine driven 2.0 fire pump suitable for automatic operation comprising of the following
and conforming to BS 649/IS 10002 all amended upto date.
$APL
a. Hor1zonca1, ena sucnon, cencnruga1 pump, su1 ao1e 1or operac1on on 415 volts+ or· 6°/o, 3 phase, 50 HZ A. c supply. The installation shall be complete with flexible coupling and coupling guard as required. Fire pump shall be C.I. Casing, CS diffusers, bronze impeller {hard finished and dynamically balanced) and SS {304) shaft with mechnical seal, capable for delivering 2280 LPM at outlet head of 70 mtS and to ensure a minimum pressure of 3.5 kg/sqcm at the farthest or topmost hydrant J sprinkler. The installation shall be complete with necessary pressure gauge with gun meta! shut off cock on delivey side {The pump should be tested for bench mark at factory and shall be gotten approved by the
1. -- • . -
Pump shall be capable of furnishing not less than 150°/o of rated capacity at a head of not less than 65°/o of the rated head. The shut off head shall not exceed 120°/o of rated head.
1/6
63 51 571
21 45 770
1 10 550
14 79 450
1 23 81 595
56 000
7 77 150
2 No 885600 17,71,200.00
FIRE FIGHTING WORKES
U.P. RAJAKIYA NlRMAN NlGAM LID
b. Heat exchanger cooled (secondary cooling) diesel engine of speed 1500 RPM suitable for the above pump with automatic starting mechanism and other accessories including fuel tank (fabricated from 3mm MS sheet, painted with two coats of synthetic enamel paint over a coat of primer) of capacity adequate to sustain pump operation for Shours continous working. The tank shall be fitted with Magnetic oil level indicator, MH with cover, drain valve, air vent including structural supports (painted with approved shade), 2 No. x 12 volts battery, heat exchanger with necessary piping connections & fittings, ·flexible coupllng, coupling guard & exhaust pipe connection complete as required.
c. Common base plate for (a) and (b) from M.S. Channel of required size.
d. Suitable cement concrete foundation with plaster, (design and drawing to be provided by the contractor while the foundation will be done buy others) complete With antivibration arrangement of cushy foot mn••ntin"" e. The rate includes Interconnecting cables, foundations & foundation bolts;
3.0 Supply, installation, testing and commissioning of jockey pump fnressurisation Pumn, comnrisinn of the followinn :
a. Vertical Multistage Centrifugal pump, suitable for operation on 415 volts + or - 6°/o, 3 phase, 50 HZ A.C supply. The installation shall be completed with flexible coupling and coupling guard, complete as required. Jockey pump shall be of stainless steel construction.
4 Common Pumo Control Centre Fabricating & Supply, installing, testing and commissioning of compartmentalised common control panel for Electrical motor driven --- __ _. , __ , _,_,. - n,·---INCOMING 1 no. 250A TPN MCCB r2s KA'· 1 Set of 250 Amps. TPN Al. Bus bars with colour coded heat shrinkable PVC slPeV''"'. 1 Set of RYB·indicatina lamas with individual HRC control fuses. 1 No. 144 Sq.mm 0-250 Amps. Ammeter with selector selector switch --"' -· •i"'-hfp r-"'--' rurr""nt "'~-nsformers. 1 No. 0-500 144 Sn.mm Voltmeter with selector switch. OUTGOING Feeder for 55f2tlos' HP main numns 1 Nos. vl No.160 A TPN SFU with back un fuses Star Delta starter with over load relay, single phase preventer and indicatinn l"'"""S wii-h nr,1 I OFF """'h h .. ttons. Feeder for SHP Jockev oumo 1 No. vl No. 32A TPN SFU with back un fuses
star delta starter with over load relay, single phase preventor and "nrlj--~jnn [---- with QN I QFI= n, ·-h b· ,..,. ___ -1 No. Automanual selector switch
5 1100 V GRADE POWER I CONTROL CABLES Supplying, laying, testing & commissioning of PVC/XLPE insulated PVC sheathed, steel armoured, aluminium I copper conductor, 100v grade power cables.The cables shall be !aid in tray I Hume pipe I in trenches/on
" " Sa 3.SC x SO sn.mm Aluminium. XLPE Sb 4C x 25 sn.mm Aluminium. XLPE Sc 2C x 2.5 Samm. Aluminium PVC
CABLE TRAY (PERFORATED TYPE) Supplying and installing following size of perforated cable trays made out of 2mm thick Prevgalvanised sheet steel and 16SWG unperforated type
6 covers perforation not more than 17.5°/o, in convenient sections, joined with connectors, suspended from the ceiling with Galvanised MlO Hi-tech rod suspenders including bolts1 Anchor fasteners & nuts, etc with all accessories like bends, reducers, Tee's, cross members, etc. complete as required. .... G.I. Earthing strips of , strip shall be run on floor/ ceiling I walls, from
7 the equipment to the nearest Earth pit with neccessory accessories as required. ( Earth plt shall be executed by other agencies).
7a 2Smm x 6mm thick 7b somm x 6mm thick
SAPL 2/6
..
1 No 1080600
1 No 115000
1 No 452744
.
60 Rmt 805 50 Rmt 362 80 Rmt 230
30 Rmt. 565
.
35 Rmt. 100 RO Rmt. 194
;)___
' ;,Tf•m ( ftrnl l,<!il~ 1;p,1fi (fi'l O)
>30 q ox1of'lof.1c [;:;; o,
Dial-100
10,80,600.00
115 000
4 52 744
48 300 18 100 18 400
16 950
3 500
FIRE FIGHTING WORKES
U.P. RAJAKIYA NIRMAN NlGAM LTD Dial - 100
Supplying, installing, testing and commissioning of M.S. Pipes confirming to IS 3589,6.35 mm thick for Dia 150 mm and above and below 150 mm
8 the pipe shall cfn IS 1239 part-1 (heavy duty) , with specials such as Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings.
Sa 200mm nominal dia 500 Rmt 2860 1430000 Sb 150 mm Nominal dia 250 Rmt 2221 555250 Sc 100mm nominal dia 250 Rmt 1488 372000 Sd 80 mm nominal dia 250 Rmt 1024 256000
Supplying, Installing, testing and commissioning CI butterfly Valves ( PN 9 1.6) sllm seat standared lever operated type confirming to BS:5155 with
" "' " 9a 200mm nominal dia 3 No 15300 45900 9b 150mm nominal dia 8 No 12600 9c 100mm nominal dia 4 No 7500 30000 9d 80 mm nominal dia 2 No 6200 12400
Supplying, installing, testing and commissioning approved make Cast 10 Iron body brass pot and 'Y' strainer with necessary flanges, nuts & bolts
1_,._ -- Tn '-'-- c,1·-'-'--- "--
lOa 200mm nominal dia Pot strainer 1 No 44528 44 528 lOb 100mm nominal dia - Y strainer 1 No 36800 36 800
Supplying, installing, testing and commissioning of C.I. Non-return valves 11 as per IS:5312( PN 10) swing check type with required flanges, nuts,
" . . :I.la 200 mm nominal dia 1 No 15300 15 300 llb 150 mm nominal dia 3 No 12600 llc 100 mm nominal dia 2 No 7500 15 000
80 mm nominal d!a 2 No 6800 13600 FIRE PUMP ROOM ,EOUIPMENTTOTAL . -._, .·. . ', :. 'i;. ·.;' .-.- ,•i ·-.·-::o . .::,-y: " . '.6351571
B EXTERNAL HYORANT SYSTEM ···. ·. .•... ·. ·. -, .. ·-::·-· ··,'·-·· ·: ', ,_,;· -::-,:.-':c .. ,,.,. __ .. . , .. .... •.'', .
Supplying, installing, testing and commissioning of MS Pipes conforming to IS 1239 -Part-1 Heavy grade with painting, suitable type of supports ( Shall be fabricated by M.S. Channe_l /Angle/ Flat for above 50 mm dia), anchor fasteners, bolts nuts, "U" clamps, bolt, malleable specials
1 such as Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement mortar etc. complete.
la lSOmm nominal dia 550 Rmt 2 421 13 31 550 lb 100mm nominal dia 90 Rmt 1 688 1 51 920 le 80mm nominal dia 60 Rmt 1 200 72 000
Supplying and wrapping the anticorrosive material for buried pipes with
2 coating of Primer and wrapping with 4 mm thick polymer corrosion resistnt tape as per 15 : 10221 with 15 mm ov,er!ap as per
--· -· . '" .. ' . 2a 150mm nominal dia 550 Rmt 105 57 750 2b lOOmm nominal dia 90 Rmt 90 8 100 2c 80mm nominal dia 60 Rmt 80 4 800
Supplying and painting the exposed M.S. pipes with one coat of Metal red . 3 oxide primer with two coats of synthetic enamel paint of approved colour ,
3a 150mm nominal dia 550 Rmt 68 37 400 3b 100mm nominal dia 90 Rmt 60 3c BOmm nominal dia 60 Rmt 55 3 300
Supplying, installing and commissioning of fire brigade inlet inlet connection of 2 way with 2 nos. 63 mm dia. built - in Gun metal Non-
4 return valves instantaneous coupling type arranged on 150 mm dia. Pipe 1 No 18950 18 950 manifold and connected to wet riser main. Qouted rate shall be included with C.I. Butterfly valve, C.I. check valve and M.S. cabinet of suitable .. -· .
Supplying, installing and commissioning of fire brigade inlet inlet connection of 4 way with 4 nos. 63 mm dia. built - in Gun metal Non-
5 return valves instantaneous coupling type arranged on 150 mm dia. Pipe 1 No 22950 22 950 manifold and connected to wet riser main. Qouted rate shall be included with C.I. Butterfly valve, C.I. check valve and M.S. cabinet of suitable ...
6 Supplying, installing, testing and commissioning of yard hydrant ( Stand "'"-~ c:h;:ill me;:isurP ,, .... .-1,.r ninln11 "- --' -----·-r1""in"' "'f ·
6a Sinr,fe headed Stainless Steel hvdrant valve 'IS:5290' ISi Marked. 10 No 9000 90 000
(,fl1) !G';") ,, i \ 1, l ,,.
q·:-n ~'r (fr~t))
SAPL 3/6 FIRE FIGHTING WORKES
U.P. RAJAKIYA NIRMAN NIGAM LTD Dial· 100
6b
6c
7
8
c
1
2 ....
D
1
la
lb
le
ld
le
2
2a
E
1
2
a
SAPL
2 lengths of 15 M long, 63mm dia RRL hose with couplings and Hoses shall be rolled & hug tosuitable M.S. structural support fixed inside the 20 No 8650 1 73 000 . . .. 1 no. stainless steel branch "'i ..... e with nozzle 10 No 3150 31500 M.S. Hose cabinet stand mouted type fabricated out of M.S. sheet of 16 swg. with glass fronted ( 4mm thick glass.with rubber beeding) door and size of the cabinet shall be 600mm x 750 mm x 20 No 6200 1 24 000 250 mm Quoted rate shall be includes suitable stand for mounting, all fasteners etc, and cabinet shall be powder coated of approved . .. . . _ ....... Supplying and fixing approved make 25mm dia. --1---- v::1lv<=> wl"' ... unionc: etc. co--le .. -
With automatic air 7 No 2650 18 550
EXTER.NAL-HYDRANT'SYSTEM•'TDTAL•. .,·; .. ·,,,,, . •; I'/',',-.',' ...... ·,c::,;;].:_k/21)45''.7'.'7,0
CIVIL WORKS •·, . i . . ,··,:,·. ·.-.-._-·;.,,.·:-:: -.· -. -- -;·,: _; .,., ... _;, ., .. ·.,.·, ,· . ;:_.,,.,:•,,;: . . . ,· ..• ,: . .-: :'·:·:·:·,:· .. ;. ·-·.:.-::.-:
Exacavation of trenches up to 1.2 mts. in depth, in laterite soil for laying pipes upto 150mm dia. Including forming bottom surface to requiredlevel, refilling the trenches with selected excavated earth around 550 Cum. 195 1 07 250 th pipe in layers of 150mm thick, watering, consolidating and disposing off the surplus earth within the site or as directed by the ·site engineer . . .
Supply and installation of RCC hume pipes of 300 mm ia & NP 2 Class 20 Rmt. 165 3 300 -"•h ""llar"' frr r- - ..1 I t.. -•-w fl"or "'r- --i·- - -" F;r,,. ,.,.,1-.,.r ninec::.
CIVILWORKS'TOTAL-•i ·. ,:,+,'.!·1 ;, ':•'-·" -·· •::.;:;-~:.,: /,;,; ,;.:.-.·._ .... /' +·•· ;i,>'.~J •,·:l!i10'550
INTERNAL HYDRANT-SYSTEM·--··.::· . .·· . .. .. · . ......... . I/ .. •·.····
·,=:<:";··, .. -''' .... :·.,::·., ·:_·,:·, .. _; ,._ :':
Supplying, erecting and commissioning of internal Hydrants comprising of ...... _ f"ll"win'"' in ..... ..., S:ir<> ..r. ·ct· Sinnle headed Stainless Steel h"drant valve fJS:5290) ISI Marked. 2 lengths of 15 M long, 63mm dia RRL hose with couplings and Hoses shall be rolled & hug tosuitable M.S. structural support fixed Inside the ::-- . . .. 1 no. stainless steel branch "i'"'e with nozzle Hose reel drum of swinging type with 19mm dia Rubber braided hose of 30M. l"""'"h with Gat- v--_,_ 1V"' -nd Sh··t · rr n- · zl- comnlete Fire duct Shutter fabricated out of M.S. sheet of 16 swg., door shall be 900mm x 1200 mm min. & fixed with 4 mm thick Glass, suitable Rubber beeding and Locking arrangement. Quoted rate shall be !nclLJdes all fasteners etc, and complete shutter shall be powder coated of approved ... , . .
Supplying, installing, testing and commissioning of MS Pipes conforming to IS 1239 -Part·l Heavy grade with painting, suitable type of supports ( Shall be fabricated by M.S. Channel/ Angle I Flat for above 50 mm dia), anchor fasteners, bolts nuts, "U" clamps, bolt, malleable specials such as Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings. The quoted rate shall also include for chasing I chipping walls, making bore holes in walls/ floor and making them good with filler material and
I in _____ ._ __ ..._ __ - .. ..-.
100mm nominal dia
INTERNAL HYDRANT SYSTEM 'TOTAL ·· · . · .. .·._·,_.:. -' .. · ...
SPRINKLER SYSTEM . , ..... .. . . . .
Providing & fixing brass quartzoid sprinklers (UL approved) of 15 mm dia size, suitable for sustaining the pressure on the seat & water hammer effect. The type & temperature rating Spray recessed (adjustable) rossette (68 deg.C) sprinkler quick response (Pendant/ Upright Type)
-" . ... Pendant T •' Unriaht T"ne)
Providino & fixinn Snrinkler flexible "'i"'e ss t ·-e UL & FM annroved. lOOOmm 1500mm
4/6
23
46
23
23
23
250
:·· ·.:,.'·: ... :;
.. •·
1800 1 500
900 900
No 9000 2 07 000
No 8650 3 97 900
No 3150 72 450
No 12500 2 87 500
No 6200 1 42 600
Rmt 1 488 3 72 000
, .. ,, . :/-1,,: '14·079450
·:: -._. __ ··, .·-: ... - ,._,·._,_,:·:; • ..
'
No 525 945000 No 900 1350000
No 1500 1350000 No 1900 1710000
"' ~
( 3lfi'm fu1o) ~ WITT! (fi1o)
'30J:[o'(]ol":';of:lof.'1 ,, .
tmfcr,ri l'4"qct ~~-2. "1'-'<'wi
FIRE FIGHTING WORKES
U.P. RAJAKIYA NIRMAN NIGAM LTD
2a 2b 2c 2d 2e 2f 2a 2h
Supplying, installing, testing and commissioning of MS Pipes conforming to IS 1239 -Part-1 Heavy grade with suitable type of supports { ShZIU be fabricated by M.S. Channel / Angle / Flat for above 50 mm dia), anchor fasteners, bolts nuts, "U" clamps, bolt, malleable specials such as
3 Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls I floor and making them good with filler material and finished in cement mortar etc. complete.
150mm nominal d!a 100mm nominal dla 80mm nominal dia 65mm nominal dia SOmm nominal dia 40mm nominal dia 32mm nominal dia 25mm nominal dia Supplying and painting the exposed M.S. pipes with one coat of Metal red
4 oxide primer with two coats of synthetic enamel paint of approved colour 1, -"-"-
3a 150mm nominal dia 3b 100mm nominal dia 3c 80mm nominal dia 3d 65mm nominal dia 3e SOmm nominal dia 3f 40mm nominal dia 3a 32mm nominal dia 3h 25mm nominal dia
Supplying, installing, testing and commissioning of hydraulically operated Sprinkler control valve, with water motor gong bell and trims as required,
4 pressure gauges, drain valves, ball valves, check valves, strainers etc.
9a
complete. Alarm valve shall be UL Listed.
Sprinkler Annunciation panel of 10window capacity, for indicating the status of Flow switch mounted on the Sprinkler distribution main. Panel
5 shall be solid state type with LED indicating lamps, push buttons like accept, reset, ON / OFF etc. as reuqired with battery back up.
Supplying, installing, testing and commissioning :flow switch on sprinkler
6 distribution header on each floor and shall be connected to Annunciation panel through cable. cable shall be measured seperate!y.
7 Supplying, installation, testing and commissioning of 2 runs of 1.5 sq.mm
lrro-- -- ..... irin ---or<>d cab1-
Supplying, installing, testing and commissioning of approved make 25mm 8 dia with automatic air release valve with shut off valve & unions etc.
complete. Supplying, Installing, testing and commissioning CI butterfly valves ( PN
g 1.6) slim seal standared lever operated type confirming to BS:5155 with required flanges, nuts, bolts etc. complete.
100mm nominal dia 9b 80mm nominal dia 9c 65mm nominal dia
230 Rmt 405 Rmt 225 Rmt 300 Rmt 750 Rmt 800 Rmt
1 200 Rmt 3 600 Rmt
230 Rmt 405 Rmt 225 Rmt 300 Rmt 750 Rmt 800 Rmt
1 200 Rmt 3 600 Rmt
1 No .
1 No
10 No
90 Rmt
2 No
12 No 2 No 2 No 2 No
2 221 5 10 830 1 688 6 83 640 1 200 2 70 000
905 2 71 500 860 6 45 000 795 6 36 000 720 8 64 000 680 24 48 000
68 15 640 60 24 300 55 12 375 50 15 000 50 37 500 50 40 000 45 54 000 45 1 62 000
65000 65 000
53000 53 000
7500 75 000
125 11 250
1980 3 960
7500 90000 7000 14000 6500 13000 5800 11600 9d SOmm nominal dia
.... SPRINKLER SYSTJ;M TOTAL'. - . : ·..: .. :\ .: ..... -:.-<. :.':·-.:.:" . ::, :. ' "' l'.l', .,,::;::,, '. -,:.. .. ;.:)1;::: ; .. ,:1,23 si:sgs
F
G
SAPL
SIGNAGES .·. ·.:
2 Providinn and fixinn Fire Exit Sion Board (Size: 15"x6"\ 10 Providing and fixing of Floor Name Board (Size:15"x6") 10 Providinn and fixin" of Use Staircase incase Fire (Size: 18"x8"1 10 SIGNAGES TOTAL . ': · .. :, . · .. ... . ,
FIRE EXTINGU.ISHERS ........ . ' . · · ... . . " :: . ; "
Supplying, installing and fo 11-···1n .... · · · - 0 · -a-:--. ···-- .
commissioning Portable Fire extinguishers of
ABC (Powder Type) Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure Indicating gauge, internal
1 tube, squeeze lever type valve fully charged with ABC powder {Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and confoming to IS: 15683 ISI marked
- _n
516
70
.-.1· ... .
No 1650 16 500 No 1650 16 500 No 2300 23 000
. I;::: : ·. r,· .. , .. ·:.: .:. 56.000 .
. .. - .. •' ·, ... · .
No 9000 6 30 000
Dial - 100
U.P. RAJAKIYA NIRMAN NIGAM LTD Dial-100
Carbon-di- oxide type fire extinguisher of 4.5 kgs. Capacity, C02 gas filled In brand new seamless cylinder with powder coated finish, made out
2 of Manganese steel, with wheel type valve, discharge nozzle, bend & 70 No 7650 5 35 500
horn, wal mounting bracket etc. complete, confirming to IS:15683 ISi --Supply of ABC type Fire Extinguisher of .6 Kg. capacity refillable type
3 fitted with internal discharge tube, pressure guage, squeez grip, nozzle 25 No 5250 1 31 250 and suspension bracket complete with initial charging.IS: 15683 !SI
.
Supply of ABC type Fire Extinguisher of 2 Kg. capacity refillable type
4 fitted with internal discharge tube, pressure guage, squeez grip, nozzle 20 No 5250 1 05 000 and suspension bracket complete with initial charging.IS: 15683 !SI
5 Sunnlv of Fire Bucket 2 nos one set g No 600 5 400
. FIRE EXTINGUISHERS.TOTAic;<•· ',_·; .,·;.,_ ·. --- ·:• ,s·_"F/ ::7•:17:::150
SAPL 6/6 FIRE FIGHTING WORKES
Supply, fixing, testing and commissioning of automatic Linear pneumatic Tube Detection based Novec 1230 System for Electrical Panels (Linear Pnuematic Heat Detection Tube Panel Protection System), consisting of the Mentioned components
SI. No. Description Of Work Supply, Fixing, Testing and commissioning of 2 Kg Capacity NOVEC 1230, push in connector for tube novec 1230 gas mounting bracket OLP Assembly with automatic value push in connector for tube 2Kg
1.00 NOVEC 1230 Gas, mounting bracket end of line adopter and low pressure switch for monitoring system activation .
2
Unit Rate Amount (Rs)
Nos. 117728.00 2,35,456.00
................... Supply, Fixing, Testing and commissioning of 4 Kg ............................................................................................................................... .
Capacity NOVEC 1230, push in connector for tube novec 1230 gas mounting bracket OLP Assembly with automatic value push in connector for tube 4Kg
2_00 NOVEC 1230 Gas, mounting bracket end of line 9 Nos. 121131.00 l0;?0,179.00 adopter and low pressure switch for monitoring system activation.
......... Su.pply , Fixing, Testing and commissioning linear· . · · · ............. .
3_00 pneumatic heat detection tube with all necessary 334 Nos. 4029.00 13,45,686.00 fitting & supports
...... si:iiiii1v .. ; .. icixing; .. 'resting ·arici comrri'issici'n.ing a'r'iiuciiii ........................................................... · ··· ............... ··· ........ ..
4_00 visual alarm gas based system 11 Nos. 13836.00 1,52,196.00
Total 28,23,517.00
-Bill Of Quantity ( FIRE SUPPRESSION SYSTEM)
Sr.N Description Quantity Unit Rate Amount Rs. o.
Server Room-1 f8.6 mtrx 9.0 mtr1
1 Cost of Gas suppression work for server room
a 140 litre seamless (25 - 42) bar cylinder as required 3 Nos with valve and filled with initial charge of NOVEC 440,000.00 1,320,000.00 1230
b NOVEC 1230 Nozzles-180 dee. 3 Nos 5,000.00 15,000.00 c Accessories - consisting of Release device, Contact 1 Lot
pressure gauge-42 Bar Hose DN 50-90 deg., Hose 225,000.00 225,000.00 DN 4, Safety Valve Gl/2-66 bar,
d ASTM-A-106, Grade-B, Sch 40 GI Seamless pipe 25 1 Lot 65,215.00 65,215.00 nb to 80 dia
e Abort Switch 1 No. 1,000.00 1,000.00 f Manual Release Push Button 1 No. 1000.00 1,000.00
2 Cost of 24 Hrs Running and operation charges for 3 1 Lot years from the date of commissioning 100,000.00 100,000.00
3 Cost of Comprehensive annual maintenance 1 Lot chareges for 5 years after the expiry of free 330,000.00 330,000.00
4 Cost of Room intigrity test for server room 1 Lot 50,000.00 50,000.00 5 Cost of Dump test for server room 1 Lot 200,000.00 200,000.00
Total Server Room-2 [5.4 mtr. xl0.40 mtr.1
1 Cost of Gas suppression work for server.room
a 140 litre seamless (25 - 42) bar cylinder as required 3 Nos cylinder with valve and filled with initial charge of 440,000.00 1,320,000.00 NOVEC 1230
b NOVEC 1230 Nozzles-180 dee. 3 Nos 5,000.00 15,000.00 c Accessories - consisting of Release device, Contact 1 Lot
pressure gauge-42 Bar Hose DN 50-90 deg., Hose 225,000.00 225,000.00 DN 4, Safety Valve Gl/2-66 bar,
d ASTM-A-106, Grade-B, Sch 40 GI Seamless pipe 25 1 Lot 65,215.00 65,215.00 nb to 80 dia
e Abort Switch 1 No. 1,000.00 1,000.00 f Manual Release Push Button 1 No. 1,000.00 1,000.00
2 Cost of 24 Hrs Running and operation charges for 3 1 Lot years from the date of commissioning 100,000.00 100,000.00
3 Cost of Comprehensive annual maintenance 1 Lot chareges for 5 years after the expiry of free 330,000.00 330,000.00
4 Cost of Room intigrity test for server room 1 Lot 50,000.00 50,000.00 5 Cost of Dump test for server room 1 Lot 200,000.00 200,000.00
Server Room-13.4 mtr. X 8.00 mtr.1
(: _'7 Bi.-' -l~l'1\ .
~~ , .. ('. I· ! \' t •
. ;Ji
-Bill Of Quantity ( FIRE SUPPRESSION SYSTEM)
Sr.N o.
Description Quantity
1 Cost of Gas suppression work for server room
a 140 litre seamless (25 - 42) bar cylinder as required 2 cylinder with valve and filled with initial charge of NOVEC 1230
b NOVEC 1230 Nozzles-180 deo. 2 c Accessories - consisting of Release device, Contact 1
pressure gauge-42 Bar Hose DN 50-90 deg., Hose DN 4, Safety Valve Gl/2-66 bar,
d ASTM-A-106, Grade-B, Sch 40 GI Seamless pipe 25 1 nb to 80 dia
e Abort Switch 1 f Manual Release Push Button 1
2 Cost of 24 Hrs Running and operation charges for 3 1 years from the date of commissioning
3 Cost of Comprehensive annual maintenance 1 chareges for 5 years after the expiry of free
4 Cost of Room intigrity test for server room 1
5 Cost of Dump test for server room 1
Server Room-4 f5.3 mtr.x5.50 mtr.1
1 Cost of Gas suppression work for server room
a 140 litre seamless (25 - 42) bar cylinder as required 2 cylinder with valve and filled with initial charge of NOVEC 1230
b NOVEC 1230 Nozzles-180 deo. 2 c Accessories - consisting of Release device, Contact 1
pressure gauge-42 Bar Hose DN 50-90 deg., Hose DN 4, Safety Valve Gl/2-66 bar,
d ASTM-A-106, Grade-B, Sch 40 GI Seamless pipe 25 1 nb to 80 dia
e Abort Switch 1 f Manual Release Push Button 1
2 Cost of 24 Hrs Running and operation charges for 3 1 years from the date of commissioning
3 Cost of Comprehensive annual maintenance 1 chareges for 5 years after the expiry of free
4 Cost of Room intigrity test for server room 1
5 Cost of Dump test for server room 1
Stand by Cylinders for above systems 4
Unit
Nos
Nos Lot
Lot
No. No.
Lot
Lot
Lot
Lot '
Nos
Nos Lot
Lot
No. No.
Lot
Lot
Lot
Lot
Nos.
Rate Amount Rs.
440,000.00 880,000.00
5,000.00 10,000.00
225,000.00 225,000.00
45,000.00 45,000.00
1000.00 1,000.00 1,000.00 1,000.00
100,000.00 100,000.00
330,000.00 330,000.00
500,000.00 500,000.00
200,000.00 200,000.00
440,000.00 880,000.00
5 000.00 10,000.00
225,000.00 225,000.00
410,000.00 410,000.00
1,000.00 1,000.00 1,000.00 1,000.00
100,000.00 100,000.00
310,000.00 310,000.00
50,000.00 50,000.00
200,000.00 200,000.00
450,000.00 1,800,000.00
Total 10,893,430.00
" __,L---' ~vm ffi5)
>film ifi' ') \ \)O!]D~r·,f~:~., (.':
HVAC SUMMARY -------·po"LICE-EMERGl:NCY"M"A]lj)\"G"l:MENT]~NrrRESEAR""Cff"" ____ _
INSTITUTE, LUCKNOW, UTTAR PRADESH
------------------------------------------------------------------ -----------------------------------~ ·-------------------------------------------------------------- -----------------------------------Description Amount -- ·---------------------------------------------------------------------------------------------------- ·-------------------------------------------------------------- -----------------------------------1 CHILLER 3850000 --- -------------------------------------------------------------. ---------------------------- -------2 CHILLER LOW SIDE 8826008 --- --------------------------------------------------------------------------------------------------3 PUMPS 2415705 --- -------------------------------------------------------------------------------------------------. 4 CONDENSER SIDE 3561920 --- -------------------------------------------------------------. -----------------------------------5 LOW SIDE 13990094 --- -------------------------------------------------------------- -----------------------------------6 TOILET EXHAUST 1178587 --- -------------------------------------------------------------- -----------------------------------7 SPLIT AIR-CONDITIONER 536220 --- -------------------------------------------------------------------------------------------------. _ 8 PRECISION _A/ C SYSTEM·------------------------------------------------ 2363700 9 Hot Water System 1036953
-- . -------------------------------------------------------------. ------------------------..,, -_ -~---.
GRAND TOTAL --------------- 377,59,187 _
---· --------------------------------------------------------------· --------------------------------------· ---------------------------------~----------------------------------------------------------------------------------------------------------------------------------- -----------------------------------·
---------------------------------------------------------------------------------------------------
------------------------------------------------------------------ -----------------------------------------------------------------------------------------------------------------------------------------
HVACWORKS
------ ------------------ CHILLER WORKS,_Lucknow ------------------ -------------- ------ ------ -------------51. D . t' Code No . T No escr1p ion N Qty Umt RA E
-----· ------------------------------------------------------------------------------~-.l?.11 __ o_ ------ ------- -------------HVAC WORKS: ----- '----------------------------------------------------------------------------·------------- ----- ------- --------------
------ ----------------------------------------------------------------------------·------------- -------------- -------------A CHILLERS
------· ------------------------------------------------------------------------------------------ --------------- -------------Supply, Installation, Testing and commissioning of VFD Screw type chilled water packaged refrigerating machines complete with compressor, chiller, condenser, capacity control, vibration isolation arrangement, control
1 console, gear unit, motor, all controls and instruments, charge of refrigerant and oil, all accessories as called for in specifications and required with following characteristics:
------ ------------------------------------------------------------------------------------------ ----- . ------ . -------------Chilled Water Leaving Temperature: 6.0Deg C
------ ---------------------------------------------------------------- ·------------------------- ------ ------. -------------Chilled Water Entering Temperature:12.0Deg C
Evaporator Fouling factor: 0.00050 (FPS UNITS) -·
Chilled Water Ciruclation rate:600GPM ---- -- - ---- --
Condenser Water Entering Temperature: 30.0 Deg C --
Condenser Water Leaving Temperature: 34.8 Deg C
------ ----------------------------------------------------------------------------·------------- ----- -------- -------------Condenser Fouling factor: 0.0010 (FPS UNITS)
------ ------------------------------------------------------------------------------------------ -----. ------- -------------Suitable for Refrigerant: R-134a
------ ------------------------------------------------------------------------------------------·------ ------- ------------------ ------------------------------------------------------------------------------------------ ·----- ------- . -------------
Motor shall be suitable for 415 Volts + 10%, 50 Hz AC Supply. Control wiring between various components of chiller package and control panel board of the chiller unit shall be provided. The machine should be complete with factory wired, machine mounted microprocessor based control panel and automatic mode selection switch for compressor with necessary interlocking & safeties as per specifications.
------ ----------------------------------------------------------------------------·------------- ----- -------. -------------a Capacity: 200 TR (lW) M.R l Nos. 3850000
------ ------------------------------------------------------------------------------------------ ------ -------· ------------------ '------------------------------------------------------------------------------------------ -----. ------ . -------------TOTAL
CHILLER 2
~ ( 3Tfi'm fu-g) ~ ll"H~ (fc'h
i3"0,!o,[]of-10Ptc'
~q,Tc! f~TtJ"i;l ~q-;r{-·.:., " .. _.,. t ,.i)
AMOUNT
3850000
38,50,000
CHILLER 3
(3Tri\-T t>) ~, ]:P-l] ;fl (Mo)
\loi;ro,fofcqof:'; ·. Emfzi'J2 f;:r~i:,c7 ;-;·,:-;c·r _', .
,. •':3,1 "( -,,,~ ..... , -."_;/",-J:.
HVACWORKS
HVACWORKS ........... .1.. ...................... 1,.J::!.~LLE~. LOW. SIDE .. WORKS, .. Lucknow ................................................................................................................................. . NS~. Description Code ;o Qty Unit RATE AMOUNT
····A···· CHILLER.LOW.SIDE········································································································ ../ .. P9 ...... o .................................................................................. .
1.a Indi"~~tive Port clearance and handling charges, transit up to site including transit insurance M.R 1 Nos. 75000 75,000
··1:b·· Installation···of ·· chiller ··including···unloading;··lifting··· shifting ··························· ············ ·············· ······················ ·································
and positioning of chillers. Start up and commissioning of chiller's. Supply of spring type vibration isolation. M.R 1 Nos. 344500 3,44,500
1.c sui:i"ply and installtion flow switches for chillers ··· ·· ·············· ······ ············ ·············· ······················ ································· M.R 2 Nos. 4225 8,450
1.d Supply of Victaulic couplings for chillers. M.R 2 Nos. 13620 27,240 1.e Supply of BMS integrator card for third party BMS ···· ··· ·················
integration. Open protocol will be MODBUS/BACNET. M.R 1 Nos. 65000 65,000
1."i"" r1ant" .. manager with wiring interconnecting chillers with BaCnet/Modbus Protocol M.R 1 Set 358000 3,58,000
................................................................................................................................................................................................................................................................................... B CHILLED WATER PIPING ............. ········································································· ··························· ············ .................................................................... .
........................................................................................................................................................................ ············································································································ Supply, installation, testing and comm1ss1oning of following nominal sizes of chilled wtaer piping (M.S."C"
1 Class I MS ERW) inside the building ( with necessary clamps, vibration isolators bends, reducers, tees, supports, flow indicators etc as per specification and as required .
..... i ..... 350m_m_dia ....................................................................................................................................... M.R ........... 10 ..... RM ....... 6395 ........... 63,950 ...... .
.... ii ..... 300mm. dia ...................................................................................................................................... M.R ......... 100_ ... RM ....... 5405 ......... 5,40,.500 ... .
.... iii .... 250mm .. dia ...................................................................................................................................... M.R ........... 80 ..... RM ....... 4595 ....... ),67,600 .... .
.... iv .... 200mm. dia ....................................................................................................................................... M.R ........ 250 .... RM ....... 3605 ........ 9,01,250 ... .
.... v .... _150mm. d.ia ...................................................................................................................................... M.R ......... 1.50 .... RM ....... 3305 ........ 4195, 750 .... .
2 INSULATION
Chilled Water Pipe Insulation:
Supplying & installation of following thickness 'TF' quality PUF insulation in the form of pre-formed pipe sections with density 60Kg /cum with AL cladding of 24G and complete in all respects as per specifications and drawings on chilled water pipes of the following sizes:
········································································································································································ .......................................................................................................... . 70 mm thick
i 350mm dia M.R 10 RM 3245 32,450 .................................................................................................................................................................................................................................................................................... .... ii ..... 300mm __ dia ....................................................................................................................................... ~-'-~·-······· }.9.Q .... .R.:~ ........ ?.~?..?. .......... 2,92,500 .... .
70 mm thick
.. __iii .... 250. mm __ dia ..................................................................................................................................... M .R ........... ?..O. ....... ~~--- ..... ?.?.?..?. .......... 2,02,000 .... .
.... iY. ..... ?.Q.0. ... ~-~ .. 9..i.'.:1 ..................................................................................................................................... ~ ... ~ .......... ?.?..0.. ·---~~--- ..... ?.~.0..?. ......... 6, 0_1, 250 .. . v 150 mm dia
Supply, installation, testing and comm1ss1oning of following nominal sizes of GI Drain water piping with 9mm
3 Nitrile rubber Insulation of following sizes with necessary clamps, bends, supports, etc as required and specified
M.R 150 RM 2250 3,37 ,500
.................................................................................................................................................................................................................................................................................. i 40mm dia . M.R 20 RM 694 13 880
::::iiiii:::: ;;~~::~::. ::::::::· ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::",i~~~i .. ~ ,~~~:'. ... ; :·{5°0: ::: ~~::: :::::: ~~~:::::: ::::::: ~~:~~g ::::::: CHILLER LOW Sll;)E,;4):,,c!·: . . . '"·
{ ' .-
'
HVACWORKS
............ ........................ i;;.!:!.~.!::!::.l;.R: .. !::9..W. .. ~.~.!?.!; .. W.9..!!.~.~, .. !::~.!e.~.Q9..~....................... ........................... . ............................................................................ .. NSI Description Code :o Qty Unit RATE AMOUNT
..... 0 ............................................................................................................................................................... .. /.P.9 ...... 0 ................................................................................. .
.... ...Ms'"ii"ipes"ins"u"iated.with 50mm PUF insulation covered with ..... .. 2 layers of polystyrene sheet and finished with and 2
4 layers of tarfelt sheathing for buried pipes. The necessary PUF saddles type piping supports to be provided at regular intervals .
.. ::.i ..... 30~fo:i_m_d·(~ ....................................................................................................................................... M.R ........... 40 ..... RM ....... 7010 ......... 2,80,1Q.O .. ::
.. ..IL .... ?.2.Q.!T.!DJ ... 9.!s ....................................................................................................................................... !':'.!.,.~ ............ 2Q ..... J~&'! ........ \?.Q?..?. ..... .... },§J,.?..99 .... . iii 200mm dia M.R 400 RM 5270 21 08 000 ············ ....................................................................................................................................................................................................................................... .......... ( ...... l ............ .
... c · vAi:vi::s AND STRAINER ....................................................................................................................................................................................................... . ........................................................................................................................................................................ ........................................................................................................... .
Supply, installation, testing · and comm1ss1oning of following valves, strainers, etc with PN-16,duly insulated with same specifications as that of connected piping complete with companion flanges, nuts, bolts, gaskets, adequate support etc. as specified.
1 Flexible connections ..... i ..... _150mm. dia ....................................................................................................................................... M.R ........... 12 .... Nos ... 14340 ........ 1,72,080 .... .
.... 2 .... Dual .. plate .. Check. valves ...................................................................................................................................................................................................... ..
..... i ...... 150mm .. d.ia ....................................................................................................................................... M.R ............ 2 ...... Nos ..... 18455 .......... 36 1910 ...... .
3 Butterfly valves
....................................................................................................................................................................................................................................................................................
..... i ...... 250mmdia ........................................................................................................................................ M .R ............. 2 .... _Nos ..... 34995 ......... 69 ,990 ...... .
.... ii ..... _150m.m .. dia ....................................................................................................................................... M. R ........... 24 ... Nos ..... 12520 ....... 3,00,480 .. ..
4 Semi Automatic Balancing valves
..... i ...... 150mmdia., ....................................................................................................................................... M.R ........ ... ) ..... Nos ..... 50840 ......... 50,840 ..... .
Supply, Installation, Testing and Commissioning of Two
5 way on-off valve with PN-16 for Cooling tower with actuator for chilled water application suitable for control
............ with.temperatu.re.control_ler.of.fol_lowing .. size.: .............................................................................................................................................. .
..... i ..... _150mmdia.-. ............................................................................... ." .................................................... M.R ........ ... ) ..... Nos ..... 63575 .......... 63,575 .... ..
6 Y-Type strainer .
..... i ..... _150mm. dia ....................................................................................................................................... M.R ............. 3 ...... Nos ..... 20085 ......... 60,255 ..... ..
........................................................................................................................................................................ ......................................................................................................... . 7 Drain Valve
..... i ..... 25mm .. dia ......................................................................................................................................... M.R ............ 4 ...... Nos ..... )71.5 ............. 6,860 ....... ..
............ Supply," ... installation,""""testing'"'"and""""commissioning""'"of"""test .......................................................................................................... ..
points in brass / bronze construction with non return ring
8 compl1ete with
1 suitable size sockdetf on insulated linesf M.R 4 Nos. 515 2,060
compete nipp es etc. as require or measurement o pressure and temperature.
100 mm dia Dial type pressure gauges with ball valve. 9 M.R 12 Nos 1891 22,692
... 10 ... Industrial .ty(?e. thermometers ....................................................................................... M.R .......... (:,?.,~ ~ .... 16U ............. 9,666 ......... _
~·--CHILLER LOW SIDE 5
HVAC WORKS ................................... CHILLER.LOW. SIDE. WORKS, .Lucknow ...................... .......................................................................................................... ..
fil Description Code ;o Qty Unit RATE AMOUNT ..... o ............................................................................................................................................................... ../ .. P.9 ...... o .. ................................................................................ .
supply, Installation, Testing, & Commissioning of 40mm dia. Automatic air vent in brass construction complete with
11 nipples, union etc. as required at all high points in the pipe Ii nes. The valve shall be such as to have non-return valve as integral part of the vent.
Air separator capability, automatic air purging
12 arrangement etc. Duly insulated complete as per specifications.
The design parameters for the air separator of efficiency 96-98 % should be as follows with Safety working
M.R 4 Nos. 2225 8,900
........... · pressure .. : .. 3. 5 . bar............................................................................................................ .. ......................................................................................................... . i Line Size:300mm diameter
................ Desi_g,n __ Flow: ,AS .. REQUIRED _LPM ........................................................................... M.R ............. 1 ..... Nos ... 221180, ..... 2,21,_180 ... .
Closed Expansion tank for chilled water application duly pressurized complete with piping connections, safety relief
13 valve, drain valve, pressure gauge, etc. complete as per specifications. The tank shall be duly painted in approved
............ co lpr ..... bar................................................................................................................................ .. ........................................................................................................ ..
... ..i. .... Ch ii led .. water pi pi n_g ................................................................................................................................................................................................................. .. Water Volume : 1500 Lts
............ Safety .. workingpressure .. : .. 10.0bar ......................................................................... M.R ........ ... ) .... ... set .. _202900 ...... 2,02,90(! .. .
........... : ..................................................................... TOTAL .................................................................... ..................................................... .................... ,..8.8,26,008
(31'fim ftrg) ~ ~ (fclo)
ijo,loxlo f.!of.'lofcio,
N~<rhi flt~;d ~~~ii-··2. (?{I·:R;;-
CHILLER LOW SIDE 6
HVACWORKS CHILLED WATER PUMPS Lucknow .................................................... z ............................................................................. .
SI. Description Code:: Qty Unit RATE AMOUNT .!"!~, .......................................................................... { J>$1 ...... ....................................... .
A CHILLED WATER PUMPS ------- -------------- ------· ------· --········- ----····--······ Primary Chilled water pumps & Variable speed
1 pumping system
······· Supplying, Installation, testing and commissioning of·············· ······ ······· ··········· ················
PRIMARY VARIABLE HORIZONTAL SPLIT CASING CHILLED WATER PUMPS ,factory mounted on a common base with electric motor for recirculation of water for the central air conditioning system. All pumps shall be aligned properly as required. The pump motor shall be suitable for 415+10% volts, 50 cycles, 3 phase power supply. Pumps with performance characteristics as given below.The noise level shall be limited to 65 dBA at a distance of 1.8 m The quoted price shall also include Spring vibration isolator. The complete unit should be IP-55 rated suitable for outdoor installation at the roof of the building.
------- ------···········-------········---------··············-----······------------------- ------ ------- ·······---- ·······---------Head and Flow Rate : The Indicated Flow rate and Head is only provisional. contractor to select pump to match with chiller flow rate and required system head based on the finalized equipment I items. Head calaculation and selection to be submitted to consultant for review/ approval.
······· Capacity (GPM) : 600, Head - Mtrs. : 15 (1 W) ····-~:~·-·· ·--~-- -~~~: ·;~;;;~ ··;:~~:;·;~--
--····- -----·····-------------------········-~-----------------·······------- -------······· ----·· ------- ·······--·- ···-------------------- --------·······-------------------··········-----·····------········· --·····----···· ------ -·-···· ---·······- -···········----
Secondary Chilled Water Pumps & Variable speed 2 Pumping system.
·----·- ·····----··········-----········-------······------·······-----·······------·····---- ...... ----··· ··---······ ----···········-Supplying, Installation, testing and commissioning of SECONDARY VARIABLE HORIZONTAL SPLIT CASING CHILLED WATER PUMPS ,factory mounted on a common base with electric motor for recirculation of water for the central air conditioning system. All pumps shall be aligned properly as required. The pump motor shall be suitable for 415+10% volts, 50 cycles, 3 phase power supply. Pumps with performance characteristics as given below. The noise level shall be limited to 65 dBA at a distance of 1.8 m The quoted price shall also include Spring vibration isolator.
··--··· ···----·······------····------·······-·---······-----····------·····-- ·······------- ------ ····--· -------···· -----------···--The complete unit should be IP-55 rated suitable for outdoor installation at the roof of the building.
CHILLED WATER PUMPS 7
\
SI. No.
HVACWORKS CHILLED WATER PUMPS Lucknow
··-------· - 'J ••••••••. -------------- •••••• ------- ----------- ······----------
Description ~o~= :: Qty Unit RATE AMOUNT
Head and Flow Rate : The Indicated Flow rate and Head is only provisional. contractor to select pump to match with chiller flow rate and required system head based on the finalized equipment/ items. Head calaculation and selection to be submitted to consultant for review/ approval.
------- ------------------------------------·········------------------------ ............... ------ ------- ·······---- ----------------The system shall be complete in all respect and suitable for following rating.
······· Capacity (GPM) :600 (Each pump) ··············· ······ ······· ··········· ················
······· Head - Mtrs. : 25 ·············· ······ ······· ··········· ········ ········ a M.R 1 Nos. 301630 3,01,630
·--~--- Pump Logic Control panel with VFD ····-~:~·-·· ···;·· --~~;· -~;~-~~~- --~:;~:;·~~--
------- --------------······················--------················---------- .............. ------ ------- ----------- ............... . ······· DP Switches ·············· ······ ······· ··········· ················
c M.R 2 Nos. 32425 64,850
······· 6C x 1.5Sqmm Control Cable in GI Conduit (app 350 ·············· ······ ······· ··········· ················
d Rmt) M.R 1 Lot 185250 1,85,250
....... ----·········---------············--------·············---------······ -------······· ...... -······ ----------- ········-·······
............................................................................. ·············· ...... ······· ··········· ········-·····--3 CONDENSER PUMPS ................................................................................................ .
Supply, installation, testing and commissioning of Horizontal split casing CONDENSER WATER PUMPS, in cast iron body, Bronze impeller complete with mechanical seals, TEFC squirrel cage induction motor, base plate, mounting channel frame, accessories and fittings i.e. mechanical seal, pressure gauges, thermometers, drains, coupling, coupling guard, vibration isolation arrangement by means of rubber type mounting of the following capacities.Motor shall confirm to Effl series of energy efficient motors.
-······ ····················································································· ........................ ········----····
Head and Flow Rate The Indicated Flow rate and Head is only provisional. contractor to select pump to match with chiller flow rate and required system head based on the finalized equipment I items. Head calaculation and selection to be submitted to consultant for review I approval.
·--~·-· Capacity (GPM) : 750, Head - Mtrs. :25 (lW) M.R l Nos. 337195 3,37,19~· .................................................................................................................... ············••,~
b Pump Controller_panel .......................................... :::::M:(::: 1 .. $.~t "422:205" ::4}2;2·os:: ............................................................................................ ······ ······· ··········· ·:1,cr~"i'U!S
Grand Total ' '
CHILLED WATER PUMPS 8
Iv (3ffe Jr ft:i-g)
~! ,.LT{ 9"1iT-fl (fcl o) ,_\:)\.)·: ~ r_f.],)~'l.;f~;'~
·r::1 ~ ·ir:; s:- {,:; :-j ~1 s--~ri·;·~----2. (~?:r·T.:-~i
HVACWORKS CONDENSER SIDE WORKS, Lucknow
------ ·------------------------------------------------------------------------- ·-------------- ------- -------------------- ·----------------:·· Description Code ;o Qty Unit RATE AMOUNT
__ o. ·------------------------------------------------------------------------·· _ _/ P!J ·-o. ------- ·------- ·------------ ----------------A COOLING TOWER
------ ·-------------------------------------------------------------------------- -------------- ------- -------------------- ·----------------Supply, Installation, Testing and commissioning of FRP induced draft cooling tower (CTI approved) complete with adjustable pitch propeller type fans, TEFC electric motor, PVC film type fill, louvers, drift eliminators, FRP body and basin, all hardware components of stainless
1 steel, complete with all accessories and fittings i.e. vibration isolation arrangement, makeup valve, overflow, quick fill and drain valves and connection all complete. Motor shall confirm to Effl series of energy efficient motors. Motor shall be VFD driven.
-----. ·------------------------------------------------------------------------- --------------- ~ -------------------------- ·----------------
__ a ___ Capacity_:_ 250 TR_ (7 50 GPM) _ ( 1 W) -------------------------- -----~;~---- ___ ! ___ --~~~;- .. :1:.9_~~?-~Q ___ ;Q~~?_Q.Q __ ------ __ Water entering temperature_: ___ 34.8 Deg C ________________ -------------- ------ ·------- ·------------ ·----------------
------ _ Water leaving_temperature ___ : __ 30.0 Deg C --------------· _ -------------- ------- ·------- ·------------ ·----------------Ambient DB 35.6 deg C, WB 25.6 deg C
------ ·------------------------------------------------------------------------- ·-------------- ---------------·------------ ·----------------Cooling tower shall be selected for the design conditions in the tender document & should be oversized capacity by a minimum of 20%.
------ ·-------------------------------------------------------------------------. -------------. ------·-------------------- ·------------- r------- SuppTy, -- instaffation, -- testing -- ana-- commissioning --of -------------- ------- ·------- ·------------ ·-------------·r-
following nominal sizes of condenser water piping , (M.S."C" Class J MS ERW) inside the building with
2 . necessary clamps, vibration isolators bends, reducers, tees, supports, flow indicators etc as per specification and as required.
-- i - 350mm -dia. - -- -- -- - - - - M.R 180 RM 8515 1532700 ------ ·------------------------------------------------------------------------- . ------------- . -------~ ------------------- ·------------------ii __ . 200mm _ dia. ---------------------------------------------------------- _____ M. R ____ --80 _·-RM __ ·-- 3605 _______ 288400 ---
------ ·------------------------------------------------------------------------- . ------------- . ---------------·------------ ·--------------"-Supply, installation, testing and commissioning of following nominal sizes of GI medium class Drain water
3 piping of following sizes with necessary clamps, bends, supports, ~tc as required and specified.
100 mm dia. M.R 50 RM 1370 68500
ii 65mm dia. M.R 15 RM 900 13500 ------ ·-------------------------------------------------------------------------- ·------------- ---------------------------- ·---------------------- ·------------------------------------------------------------------------- . ------------- -------·-------·------------ ·----------------
CONDENSER SIDE 9
~ J <"It:;
::;r(brJ ~rr;r-fr (Fc1o) '! o ~: ,;: < i (.:, i ~·l D flu f~1 o _c
--2 : ·T -:. -
HVACWORKS -~~- -----------------------------~~~~~~;;;~~---------------------------- --~o!:f:: ·Q~-· ~-~~~-RATE AMOUNT
VALVES AND STRAINER ·-------------------------------------------------------------------------. -------------- ------·-------·------------ ·----------------Supply, installation, testing and commissioning of . following valves, strainers, etc with PN-16, complete
B with companion flanges, nuts, bolts, gaskets, adequate support etc. as specified.
1 Flexible connections. -
·2 oom m d ia ----------------------------------------------------------· --------------. M.R 6 Nos 15100 90600
·--------------------------------------------------------------------------· --------------· -------1-------- ·------------ ·----------------·-------------------------------------------------------------------------- -------------- -------·-------·------------·----------------
2 Dual plate Check valves Make: ADVANCE, CASTLE, C&R.
·------------------------------------------------------------------------- . ------------- ·-------·-------·------------ ·----------------200mm dia M.R 1 Nos 26185 26185
------ ·-------------------------------------------------------------------------. ------------- ·------- -------~ ----------- ·----------------3 Butterfly valves.
------ ·--------------------------------------------------------------------------· --------------·---------------·------------ ·----------------200mmdia 4
16.11.1.1 /Pg no.53
15780 Nos. 63120
·------------------------------------------------------------------------- ·-------------- -------·-------------------- ·----------------4
Semi Automatic Balancing valves.
------ ·-------------------------------------------------------------------------- -------------- -------·-------·------------ ·----------------i 200mmdia. M.R 1 Nos. 91355 91355 ------ ·------------------------------------------------------------------------- ·------------- ·------- -------·------------ ·----------------
__ 5 __ .Y-T_y[}e strainer ---------------------------------------------------- . ------------- . ------- -------- ------------- ·----------------i 200mm dia M.R 1 Nos 27375 27375
------ ·------------------------------------------------------------------------- ·------------- ·-------·-------·------------·------------------------------------------------------------------------------------------ -------------- ---------------·------------ ·----------------
6 Drain Valve.
. •. 32mm dia M.R 5 Nos 1840 9200 ·------------------------------------------------------------------------- ·------------- ·-------·-------·------------ ·-------------~--
------ ·--------------------------------------------------------------.---------- -------------- ·-------7
Purge valve.
·------------------------------------------------------------------------- ·------------- ·-------·-------·------------ ·----------------32mm dia M.R 2 Nos 1840 3680 ·------------------------------------------------------------------------- ·------------- ·-------·-------·------------ ·----------------Supply, Installation, Testing and Commissioning of Two way on-off valve with PN-16 for Cooling tower with actuator for chilled water application suitable for control
8 with temperature controller of following size :
9
----------------------------------------------------------------------------------------- -------·-------·------------ ·-----------. ~-~-300mm dia
Pot strainer having MS body bolted basket of stainless steel screen with ends,
perforations and
cover, flanged 1.5 mm
a permanent magnet for condenser water application complete with flanges, nuts-bolts, gaskets etc. as per specifications.
200mmdia.
CONDENSER SIDE 10
M.R 3 Nos. 71335 2140Q!j -------·-------·------------ ·-----------~~~~----------------------------- ·-----------~--~-
M.R ---------------·------------l ---------------
1 Nol. 34815 1 34815
HVACWORl<S ------ ·------------------------------------------------------------------------- -------------- --------------·------------ ·----------------:·· Description Code :o Qty Unit RATE AMOUNT
__ o. ·------------------------------------------------------------------------- __ { ~JJ ___ o_ -------·------- ------------ ·---------------------- ·-------------------------------------------------------------------------- --------------· ---------------------------- ·----------------
10 100 mm dia Dial type pressure gauges with ball valve. M.R 2 Nos 1950 3900
------ ·----------------------------------------------------------------------------------------- -------·-------------------- ·---------------------- ·------------------------------------------------------------------------- --------------- ---------------------------- ·----------------
11 Industrial type thermometers. M.R 2 Nos 1655 3310
------ ·----------------------------------------------------------------------------------------- ------- -------·------------ ----------------
_ 12 _ . Makeu_p_ water tank {HDPE) ------------------------------------- ·· ------------- ·· ------- ·------- ·------------ ·----------------i 1000 Its M.R 1 Nos 33075 33075 ------ ·------------------------------------------------------------------------- .. ----------- ·------- -------------------- ·----------------
+-,-,-----,-------------------1--------------· ------- ·------- ·------------ ·----------------Electrochemical Water Treatment System (For AC Plant)
+-----------------------1-------------- ------- ·------- ··----------- ·----------------{Rates Only)
------ ·------------------------------------------------------------------------- -------------. -------·-------·------------ ·----------------. Design, Selection, Supply, Installation, Testing and
Commissioning of Electrochemical Water Treatment System for 200 TR ( + 25% TR to be considered extra) Condenser water system @ 3USGPM/TR and Condenser water Delta T of 10.0° F. Treatment systems which will be connected in parallel shall have Reaction tank, 3 TiNiO anodes Main electrical box, a special P.P scraper, Motor scraper, 2" Electrical drain valve, Air gas release, A digital 25A/36VDC Power supply which will be
M.R 1 Set
· installed in a main electrical box, Main power supplies (1 per each system), Main pH meter, Main conductivity meter, 3 x 25 m3/h circulation pump or as required. ·
------ ·------------------------------------------------------------------------- '-------------- -------·-------·------------ ·---------------------- ·------------------------------------------------------------------------- '------------- '-------~ ------·------------ ·----------------TOTAL 35,61,920 ------ ·-------------------------------------------------------------------------. ----- .-------- -------·-------·------------ ·----------------
CONDENSER SIDE 11
LOW SIDE WORKS, Lucknow tVAC WORK!
:·· . ------- Description Code :o Qty Unit RATE AMOUNT •-. !!: ----- ---- --- --- -- -- ----- -- -- --- ---- ---- -- ---- --- ----- ----- --- -- -- --- -- - _/_ J?JL.~ - ---- --- ---- --- ---- --- -- -- --- --- ---------- --
A ~/R.HANDLING_UNIT _(AHUL ................................ ------------- .............. ----------- ------------------Supply, installation, testing and commissioning of factory fabricated Double Skinned Chilled Water Airhandling unit floor mounted (Horizontal / Vertical to suit site), fabricated out of extruded aluminium section with 0.8mm pre-plasticized / pre coated Galvanised steel sheet outside and 0.8mm plain Galvanised steel sheet inside with blower, blower section and blower motor TEFC (EFF1 / IE2) type suitable for operation on 415 volts +/- 10% 50 Hz +/ 5% AC supply, 4/6 Row Cooling coil and 2 row
1 heating coil made of Aluminium finned copper tube 16.26 / with coil section. Copper Header, pre-filter section Pg No. 56 with non woven synthetic media of 10 micron particle size with an efficiency of 90%. (UV-C section after coil with UL 1995 ABQK listed UL 2043 cetified as per specifications, UV lamp life shall not be less than 9000 hours) Polished stainless steel drain pan made out of 22G sheet duly insulated complete with motor, belt drive etc. without face and bypass dampers.
··--- . ----------------------------------···············--------·············- ---------···· ------- ------- ·········-- ------------------The AHU panels shall be insulated with 25mm thick and 38 Kg/m3 density PU foam and shall have thermal break. The motor and blower assembly shall be mounted on Aluminium extruded section only The complete AHU shall conform to standard specification. The face velocity across coil shall be limited to 152 MPM maxm. The capacity of Airhandlers shall be as follows. The AHU shall be with one set of Commissioning filter which shall be replaced with actual filter.
------· --··········· ---···· ····--- ---········ --------------···· Air handling units with 6 Row cooling coil & 65 MMWG Static pressure with 2 Row hot water coil.
··---- ------······------------------------------·······------········-------- ······------- ....... -----·· ······----- ···············----···· . ---------------------------·········---------·······-------··········-- --·········-- -······ ------- ........... -·-··········-----1.1 20000CFM - 50TR M.R 2 Nos. 766520 15,33,040
...... ·············································-························· ............. ·····-· --····· -·········- ·················-1.2 26500CFM - 63TR M.R 2 Nos. 897450 17,94,900
............................................................................. ········----- -·-···· ....... ········--· --·-·············-1.3 9000CFM - 28TR M.R 1 Nos. 534200 5,34,200
...... ······························································-········ ···-········· ····-·· ······- ........... ········----------1.4 8000CFM - 20TR M.R 1 Nos. 481100 4,81,100
.............................................................................. ··········-·· ------· --····· ........... ··················
LOW SIDE 12
LOW SIDE WORKS, Lucknow IVACWORK~
-·····-------·------------···················-------------------------- ------------- ------- ------- ----------- ------------------SI. Description
Code No Qty Unit RATE AMOUNT
No. .!.J?JJ.~~- . .......... ------------------2 CEILING SUSPENDED AIR HANDLING UNIT (AHU)
------------- ....... ------- ----------- ------------------Supply ,Installation, testing and commissioning of · double skin construction with Insulation 25±2mm, draw through Ceiling Suspended (CS) Air Handling Units as indicated below, each complete with fan, cooling coil
' pre-filter, insulated drain pan, fan
motor v belt driven, complete with canvass connections and other accessories as per specification( except water shut off valves, drain piping and pressure gauges which are covered under separate item). Water coil shall be of copper tube and aluminium fin construction, squirrel cage induction motor, centrifugal fan Coil size shall be selected for a maximum face velocity of 500 feet/minute. Motor shall be suitable for 415 +/-10% Volts, 50 Cycle, 3 Phase AC supply as indicated below.Motor shall confirm to Effl series of energy efficient motors with IP55 degree of protection, with necessary vibration isolation arrangement with BMS
· compatable for VFD. complete as per specification and of following capacities.
------------- ....... . . ... -- ----------- ------------------
------ ~e1,mg suspenueu UnlL capaCILY w1, .. '+ KOW coo,mg ············- ------- ------- -·········· ------------------coil & 50MMWG Static pressure and 2 Row Hot water coil.
. ... .. -------·-···· ....... ....... ----------- ········----------
2.1 5350CFM - 14TR 1 No 145590 145590
2.2 3300CFM - lOTR 1 No 104895 104895
2.3 2000CFM - 6TR 1 No 80690 80690
3 CHILLED WATER CASSETTE
Chilled water fed CEILING MOUNTED CASSETTE TYPE indoor units . Indoor unit shall comprise fan section, compact cooling coil, Hot water coil, washable filters and cordless remote control.
3.1 4TR 1 Nos. 63420 63420 3.2 3TR 1 Nos. 60865 60865 3.3 2TR 1 Nos. 55760 55760 3.4 1.5TR 1 Nos. 53940 53940 3.5 1.0TR 1 Nos. 48470 48470
Supply and installation of additional GI drain tray for 4 high wall and Cassette units 5 Nos 2840 14200
Supply and i nsta I ltion flexible connection between 5 the MS Pipe to Highwall and Cassette units 5 Nos 3350 16750
j .·
6 REFRIGERANT PIPING 'J, -s l! 11 : .::1 r; c:: ·"; ·,
LOW SIDE 13 ·c,CI -11,,!) . :~.
LOW SIDE WORKS, Lucknow -IVACWORK!
-----·· -----······························------------------------------······ ------------- ....... ------- ----------- ------------------SI. Description Code No
Qty Unit RATE AMOUNT No. Inn No
Supply, Installation, testing & Commissioning of hard drawn copper refregerant piping complete with fittings between indoor units and remote condensers. Refrigerant piping within the server room and above celing shall be insulated with closed cell elastomeric insulation in tubing form. Quoted price shall be inclusive of power cabling as required between indoor and outdoor units and refrigerant gas charge. Piping shall be supported properly in a neat & clean manner using GI clamps & slotted ladder type trays
Pair of hard drawn copper refrigerant piping not less than 18 gauge thick for Precision
5 RM 2695 13475 · Packaged units having two refrigerant circuitrs.
7 Control Cable 5 RM 795 3975
------ ·----------------------------------------------------------------------- -------------- ·------- ·------- ·----------- ------------------Pre-fabricated plenums made out of PUF panels of approved sizes. The plenums shall be constructed with 24G sheet as outer layer and 24G sheet as inner layer with 50mm thick injected PUF of 24-32kg/cubmet density. All the corners shall be provided with extruded aluminium section and
8 necessary support for hanging the plenums in all the M.R 50 Sqm 5575 2,78,750 corners. All the opening made for connecting the ducts shall be sealed properly with necessary aluminium sections and riveted at regular intervals. The outer layer shall be pasteurized finish as per the specifications.
LOW SIDE 14
LOW SIDE WORKS, Lucknow iVACWORK:
SI. Description ~o!: :: Qty Unit RATE AMOUNT -No.
9 . CHILLED WATER PIPING
Supply, installation, testing and commissioning of following nominal sizes of chilled water piping (M.S."C" Class / MS ERW) inside the building /
A masonary ducts ( with necessary clamps, vibration isolators bends, reducers, tees, supports, flow indicators etc as per specification and as required.
- -···-. --- . ----------------------------------······- ------------- ------- ------- ----------- ------------------i 200mm dia M.R 40 RM 3545 1,41,800
------ ------------·················-------·-············---------------·-···· ------------- ------- ------- ----------- ··········-······· ii 150mm dia M.R 40 RM 2350 94,000 iii "ii5mm dia M.R 40 RM 1990 79,600 -------
··;;· 1oomm dia · ::::~;(::: --~-9 .. --~-~-- :::::~~:~~ 79,500::::::::: M.R 10 RM 1155 11550 l---+----------------------1------------- ------- ------- ----------- ------------------
f-'-'-l..:..:..c.:.:;.;.;__;:_:.=_ _____________ --1----~=~---- --~-9 .. ---~~ ______ ?_!?. ?.!?.9 ___________ _ v 80mm dia
vi 65mm dia
vii 50mm dia M.R 10 RM 725 7250 viii 40mm dia l---+----------------------1------------- ------- ------- ----------- ------------------M.R 10 RM 450 4500 32mm dia ix
x 25mm dia L...--C-'---,!-='"'"'"'-"--==-----------------1::::r-i:R:::: 10 ... R~ :::::)ss :issa::::::::::: ------ -------------------···········------··········------···········-------- ······------- ------- ------· ----------- ------------------
10 INSULATION ------ Chilled Water Pipe Insulation: ------------- ------- ------- ----------- ------------------
------ -------------------------------------------------------------------···· ------------- ------- ....... ----------- ----····---·-·····
Supply & installation of Insulation on chilled water piping with TF quality Expanded Polystyrene pre-moulded pipe section having density of 20 Kg/m 3
& of below specified thickness suitable for indoor / outdoor application as required at site duly wrapped with double layer of 400G polythene sheet & aluminium cladded with 24G aluminium sheet using hand operated roller I grooving machine. Pipe shall have first coat of Zinc chromate primer and two coats of cold setting adhesive CPRX compound on pipes.
···--- -----····---------------------···········----······--------·-····------ ----------··· ····-·· --·-··· ----------- ------------------------ ------------· ------- ----··· --- -----·····-····-·· ... l .. 200 mm_ dia_]nsulation_thickness_ - 75mm ____________________ M.R ____ .. 19 .. --~-~-- ___ 1270 ____ 50,800 ___ _ ___ ij__ 150 mm_ dia_]nsulation_ thickness -- 50mm ---------------- ____ M.R ____ .:J.9 .. --~-~-- ___ J075 ____ 43,000 .•• ·
iii 125mm dia Insulation thickness - 50mm M.R 40 RM 935 37 400 ;· ----·· .... ---- -----·· ------- --···· --------' ··-····•!' iv 100 mm dia Insulation thickness - 50mm M.R 50 RM 835 41.750 , ' v 80mm dia Insulation thickness - SOmm ----M.R____ 10 RM ···1155 11550 vi 65mm dia Insulation thickness - 50mm ----M.R·--- 10 RM ----··915 9150 vii 50mm dia Insulation thickness - 50mm ----M.R____ 10 RM ------725 7250 viii 40mm dia Insulation thickness - 50mm ----M.R·--- 10 RM ----··725 7250 ix 32mm dia Insulation thickness - 50mm ----M.R·--- 10 RM ------450 4500 x 25mm dia Insulation thickness - 50mm ::::M.R:::: 10 RM :::::)~?. 3550
LOW SIDE 15
LOW SIDE WORKS, Lucknow iVACWORK:
-~~: ---------------------------~-;~~;i;~-i~~--------------------------- -~0~~!:· -~~;- -~~-i~ --~;~-- ---;~~~~-~---
supply, installation, testing and commissioning of following nominal sizes of PVC Drain water piping
11 with 9mm thick nitril rubber insulation of following sizes with necessary clamps, bends, supports, etc as required and specified
--------------------------------------------·-···········-------------- ------------- ....... ------- ----------- -·-·····----------
-__ i __ :ti~m dia··--_ ... __ ------------- _ ... --------- ___ ---------- ....... _____ M. R ____ .. 20 ____ RM _ ..... _425 .. ___ 8< soo···: · ii 25mm dia M.R 10 RM 375 3 750 ------ --······---------------------------------------···········------------- ------------- -······ ....... -·········· ---····'----------
..... '·········--------··············----------------------------------······ ······------- ....... ------- ········--- --·······---------MS pipes insulated with 50mm Thermal insulation covered with 2 layers of polystyrene sheet and
12 finished with and 2 layers of tarfelt sheathing for buried pipes. The necessary PUF saddles type piping supports to be provided at regular intervals .
.... . ········--------···············-------------------------··········----- ------------- ------- ------- ----------- ------------------i 300mm dia M.R 20 RM 7010 1 40 200 ------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- •••.. t ___ , _______ _ ii 250mm dia M.R 60 RM 6025 3 61 500 ...... ----------------------------------------------------------------------- ------------- ------- ------- ---------·· _____ t ___ , _______ _ iii 200mm dia M.R 50 RM 5500 2 75 000 ------ ------··········-------------------------··········----------·-········ ------------· ------- ------- ----------- ..... t ... , ....... .
..... . ------········--------------------------------------------------------- ------------- ------- ------- ----------- ----····---······· VALVES AND STRAINER
--- -- ·supply;· insta1lation, ·testing · a na·· commissioning · of · --- --- ·- --- · ·· --- ·· · --- --- ·· --- --- -- · --- ·· ··· · ·· ·· ----
following valves, strainers, etc with PN-16,duly insulated with same specifications as that of
13 connected piping complete with companion flanges, nuts, bolts, gaskets, adequate support etc. as specified.
__ A_ Y-Type strainer·-------------------------------------------------- ------------- ------- ------- ----------- ------------------i 100mm dia M.R 4 Nos 9785 39.140 ii 80mm dia 4 Nos 7930 31720 iii 65.mm dia 3 Nos 6630 19890 iv 50mm dia 5 Nos 5860 29300 v 40mm dia 5 Nos 5660 28300 vi 25mm dia 5 Nos 3425 17125
14 Butterfly valves.
i 250mm dia M.R 2 Nos. 32265 64 530 ------ ----------------------------------------·····-------------------------- ------------- ------- ------- ----------- _______ :.., -----···· ii 100mm dia M.R 20 Nos. 2340 46 800 iii 80mm dia. 20 Nos. 1560 31200 iv 65mm dia 15 Nos. 1295 19425 v 50mm dia. 10 Nos. 1025 10250 vi 40mm dia 10 Nos 960 9600 vii 25mm dia 10 Nos. 650 6500
LOW SIDE 16
••• ., ... ,,._._ ..... ,._ ... _.,._, __ .. c,_-,_._,_ .. , .. , .... _ .. __ ._ ... -• .---.--·----·.--- ··-.-- ··.- ·' ..... __ ,·-·,·.---·; -.. --- ------- .... · ,.·.·.- --···----- ---- ------·-···----~ ----- ----------···-.. ,
LOW SIDE WORKS, Lucknow 1VACWORK!
---- . ----------------------------------------------------------------------- ---------·-·· ------- ------- ----------- ------------------:'· Description Code ;o Qty Unit RATE AMOUNT
... !!,. Supply, Installation, Testing and Commissioning of ./.J!!L.~- ------- ------- ----------- -···-·------------Pressure Independent Balancing Valve of PN-16 for
15 air handling unit with actuator for chilled water application suitable for control with temperature controller of following size :
~----- ------------------------------·-···-·· ------------- ------- ------- - ------------------i lOOmm dia . M.R 4 Nos 139360 5.57.440 ii 80mm dia 4 Nos 109380 437520 iii 65.mm dia 3 Nos 82385 247155 iv 50mm dia 5 Nos 60685 303425 v 40mm dia 5 Nos 60600 303000 vi 32mm dia 5 Nos 28515 142575
16 BALL VALVE WITH STRAINER i 25mmdia
17 Ball Valve. i 25mm dia.
Supply, Installation, Testing and Commissioning of Two way on /off valve with PN-16 for Cassette and
18 high wall with actuator for chilled water application suitable for control with temperature controller of following size :
25mmdia.
5 Nos 2815 14075
5 Nos. 1655 8275
5 Nos. 16310 81550
-··-·· 100 mm dia Dial type pressure gauges with ball ---------·--· -······ --··-·· ·---------- ----------···----·
19 valve. M.R 8 Nos 1950 15,600
------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------20 Industrial type thermometers. M.R 8 Nos
1655 13,240
~ --- . ----------------·········-·······-·······------------------------------ ------------- ------- ------- ----······- ·········--------------- Supply, installation, testing and commissioning of ·----·--··-·· ···--·· ··--·-- ----------- -----------------
test points in brass / bronze construction with non return ring complete with suitable size socket on
21 insulated / un-insulated lines complete nipples etc. M.R 10 Nos. 2225 22,250 as required for measurement of pressure and temperature.
22 Drain Valve.--·--····--------------------------------------------- -·-··-···--·- ···--·- ------- ____ ----···-------·-·· i 25mm_dia _____________ ····---------------------------------------- ____ M.R____ 10 Nos. -----~??~ ____ 16,750 ___ _
23 PURGE Valve.
___ [._ 25mm dia --------------------------------------------------------· ----~:R ____ --~-q __ .I'.".<?~·- ____ 1675 ____ 16,750 ··--ii 20mm dia ·····-···--··--------------------------------------·-·--· ----~:R _____ }_q ___ I'."_<??:_ -----~?-~~ ____ 16,550 -···
. :~~: ~~~~i:~~~~~:~~~~ ~:~~:~~~~~ ~~?.~ :: : :: :: :: : :: ::: :: :: :: ::: : : : : ::: : : : ::: : : --~ ~--· ·-· -~ ·-· : :: :: :: :: ::: : ::::: •
(311 ~ fug) !!,i;t'i\~ wrrt\ (~,o)
{) ,:,\l'•)'1C~fi.o~O j"(_"'I O,
-p·. i.- , ... -'.·· i,--~~cr~ ?;ijij"&,-'2, ~,-,rr.::;~..; ~-:.:.:;_10.,.,,:,, ~"-.:~"<.~ "' ~
LOW SIDE 17
LOW SIDE WORKS, Lucknow fVAC WORK!
--·-----------·······--------------······------------------------------ ............. . ... . .. ... . .. . . ... .. ..... ·········--·····--SI.
Description Code No Qty Unit RATE AMOUNT No. .I . .P!I.~~-····----------··············----------------··············------------- ------- ....... ........... ·········-·····---
Supply, Installation, Testing Balancing & Commissioning of factory fabricated GSS sheet metal rectangular/round ducting complete with neoprene
16.12.1/ A rubber gaskets, elbows, splitter damper, vanes,
Pg No. 54 hangers, supports etc. as per approved drawings and specifications of the following sheet thickness complete as required.
------ ····-·····················--------------------------------------------- ------------- ------- ....... ........... ·········---------i Thickness 1.25 Sheet/ 18
16.12.1 I 100 Sqm 1257 1,25,700 mm gauge Pg No. 54
ii Thickness 1.00 mm Sheet/ 20 gauge 16.12.2 I
50 Sqm 1004 50,200 Pg_ No. 54 ------· ·······---------------------·····························-------------- ------- ------- ----------- ------------------
iii Thickness 0.80 mm Sheet I 22 gauge 16.12.3 I
100 Sqm 890 89,000 Pg No. 54 -----· ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------
iv Thickness 0.63 mm Sheet I 24 gauge 16.12.4 I
50 Sqm 725 36,250 Pg No. 54 ------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------
----·- ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------Supply, fabrication, installation and testing of Motorized (ON-OFF Type) duct mounted GI volume
25 control damper with enthalpy sensor and necessary 16.14 I control wiring (minimum 1.5 sqmm) for integration Pg No. 54
within AHU room.
------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------Damper 16.14.1 I a Pg No. 54 4 Sqm 6168 24,672
------ ----------------------------·-·-·-------------------------------------- ------------- ------- ------- ----------- -·----------------Actuator 16.14.2 I b Pg No. 54
4 Nos 5342 21,368
------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------....... ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------Supply and installation, testing and commissioning of Thermal insulated flexible duct of following sizes
B duly supported at regular interval as per site 16.19 I requirement etc. complete as required as per Pg No. 54
specifications.
------ ----------------------------------------------------------------------- ------------- ·1cio· ·RmF ······490 ------------------i 250mm Dia M.R 49.000 ii 200mm Dia 10 Rmt 410 4100 iii 150mm Dia 10 Rmt 340 3400
------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------Supply and installation of butterfly damper(spigot). c
----------------------------------------------------------------------- ------------- •. 'HJ°. ·Nos· ···· 1295 ·---------------,· i 250mm Dia M.R 90.650 ..
ii 200mm Dia 5 Nos 980 4900 iii 150mm Dia 5 Nos 915 4575
------ ----------------------------------------------------------------------- ------------- ------- ------- ----------- -----------------· Supply and installation of 26G GI mixing box for D diffuser.
------ ----------------------------------------------------------------------- ------------- ··ya·· ·Nos· .... 2140 --------·---------i 450X450X350 250mm dia collar M.R 1,49,800 ii 375X375X350 200mm dia collar 10 Nos 950 9500
'------· ----------------------------------------------------------------------- ------------- ------- ------- ... ------ ------------------
LOW SIDE 18
LOW SIDE WORKS, Lucknow --------------------------------------···············------------------SI. Description
.!.'!~, Supply, installation, testing and balancing of Return air square I rectangular diffusers without volume control damper, with removable core, frame made
26 out of powder coated extruded aluminium sections complete with frame, gasket screws, etc. as specified. size 450 x 450 mm.
I-···-· ······-····························-----------------------------······· '
Supply, installation, testing and balancing of Return air square I rectangular diffusers without volume control damper, with removable core, frame made
27 out of powder coated extruded aluminium sections complete with frame, gasket screws, etc. as specified. size 450 x 450 mm.
· Supply, fixing, testing and balancing of of powder
coated extruded aluminium section supply air grills 28
with volume control dampers complete as required.
Supply, fixing, testing and balancing of of powder coated extruded aluminium section return air grills
29 without volume control dampers complete as required.
Aluminum collar dampers with opposed blades as per 30 specifications as follows.
------ ------··············-------------------------·········-----------------Powder coated, extruded aluminium, supply air Jet diffusers with adjustable vanes of aluminium
31 construction of 250mm dia. The diffuser shall be mounted in the GI box, with inlet connector suitable for flexible duct. GI Box & Flexible duct quantified
-- -... .c;ener.ntebc ............................... _ ............. ____ ........
-------·······························--···················-··········· .J.?. Spill Air Boxes - Expansion. Plenum ....................
450x 450 x 400 mm High Sheet Metal Snill air boxes made out of 26 GI sheet for connecting the
...... .d ift:tJ~er. QI.IJ:l~t .&. fJ1:~ibJ~ .......................................
...... ····················-···-···········----------························· Supply and fixing of Acoustic lining of supply air ducting complete with 25mm thick 32kg/cu.m Open
33 cell nitrile rubber insulation etc. complete as required and as per specifications.
i- --- -- ·····················-···············-··············-·················· . --· .. ····························-··········································
LOW SIDE 19
Code No
.!.J?JJ.!'!~.
M.R
.............
------·······
M.R
.. . .. ... .. . ..
........... --············-
M.R
···········-· -- ......... --
M.R
.... --- ...... ········-····
riVAC WORK!
------- ....... ------····· -----------······· Qty Unit RATE AMOUNT
------- ------- ··········- ------------------
70 Nos 2205 1,54,350
------- ....... ----------- ···········-····--
50 Nos 2205 110250
25 Sqm 12085 302125
20 Sqm 6605 132100
5 Sqm 6130 30650
------- ....... -----·-···· ------------------
20 Nos 5,975 1,19,500
....... ....... . .......... ·-------------···-
..... ·- . --- --- ........... ················--······- . ... . .. . .......... ····-············-
20 Nos 1298 25,960
--····· --- . -- . ........... . ................. ....... . --- --- ........... ------------------
50 Sqm 3645 1,82,250
------- ... ... ........... ·······-·········· . .. . ... . .. . . ........... ··················
(df\~1') ~1:rl!~ rr1-nfl (f~1 u)
~o 1J 0::-._1 o f2'f ') f.:1 o·f~'.~T (', ~:'r;.:s s-c.sT-·~_f.-:::, ·;;;:,, ·.:: , ··
LOW SIDE WORKS, Lucknow iVACWORK!
·---- '·············································----------················ ------------- .............. ----------- ------------------SI. Description Code:: Qty Unit RATE AMOUNT !I!~, -- _{ /!fl ______ ------- ------- ----------- ------------------
Supply and fixing of Thermal insulation of following thickness Closed Cell Elostomeric along with adhesive aluminium foil of mat finish insulation on existing duct after applying two coats of cold setting adhesive
34 (CPRX compound). The joints shaU sealed with ~6 -~~ I 55
SOmm wide and 3mm thick self adhesive nitrile g · rubber tape insulation complete as per specifications and as required.
----- . ---------··············································---------------- ............. ------- ------- ----------- ------------------
i 15 mm thick 16.23.1 I 100 s m Pg No. 55 q 728 72,800
~----- ···············-------------------------------··················------- -----········ ....... ------- ---········ ------------------
ii 9 mm thick 16.23.2 I 100 s m Pg No. 55 q 620 62,000
------ ------------·-·······························------------·············· ...................................... ·······-----·--··-
Fire proof double layered silicon coated fabric, air tight, water proof, to with stand high temprature, non flamable type, canvass cloth connection for AHU
35 outlet complete with drawn aluminum flanges on both sides for connection to AHU and duct complete with nuts, bolts etc. as per specification ..
M.R 20 Sqm 3415 68,300
·····- ······································································· ............. ··--··· .................. ·················-
Supplying Fixing, testing and commissioning of fire dampers in supply air duct/main branch and return air path as and where required of required sizes i/c control wiring, the damper shall be motorized and spring return so as to close the damper in the event
36 of power failure automatically and open the same in 16.20 / case of power being restored. The spring return Pg No. 53 action shall be inbuilt mechanism and not externally mounted. The damper shall also be closed in the event of fire signal complete as required and as per specification Make:
·····- ---····································-··--··························· ··--········· .......................................... . a Fire damper 16.20.1 I 28,212
------ ----------------------------------------------------------------------- Pg_ No. 55 ___ ".! ____ ?_g!l:1 ____ _?.g_~~ ------------------b
Actuator 10 N-m 16.20.2 I 4 N 26 204 P No. 55 OS 6551 ' ,----- ----------------------------------------------------------------------- _:g __________ ------- ------- ----------- -----------------·
c Control _panel _and Temprature Sensor--------------------- ----~:~---- 4 Nos -----~?-~~ _____ 9, 140 -----
···--- ---·------··········---------··········------------·········-------···· -------······ ·····-- .................. ·················-Supply, fixing, testing & commissioning of Powder
37 · coated extruded aluminium section fresh air intake M.R 5 Sqm 81 55 40,775 louvers with bird screen .
...... ······--·······························-·························------ ........................ ' ........... ·················-~----· ·································---------····························· ·-··········· ....... .... -·········· ---··············-
LOWSIDE20
LOW SIDE WORKS, Lucknow -IVAC WORK:
-·--------------------------------------------------------------------- ------------- ------- ------- ----------- ·······-----------SI. Description Code :o Qty Unit RATE AMOUNT ·········································----------------·············· -~~fJ ___ o_ ....... ------- ........... ········-------·-· Supplying, fixing acoustic lining on wall and ceiling of AHU rooms with 50mm thick, density 32 kg/cu.m resin bonded glass fiber insulation friction fixed in 610mm X 610mm frame work made of 25 X 50 X 50
38 X 50 X 25 mm made out of 0.6mm thick GI sheet u !6·~
2 155
547 Sqm shaped channel and covered with reinforced fiber g o.
864 4,72,608
glass tissue and finished with 0.80 mm perforated aluminium sheet etc. complete as required and as
per specifications ....................................................................................................... .
----- . ----------------------------------------------------------------------- ------------- ------- ------- ----------- ------------------Supply and installation Underdeck (Insulation) of specified thickness of Elastromeric Rubber Insulation
39 Joints should be sealed with 50 mm wide 3 mm thick M.R 2500 Sqm 885 22,12,500 self adhesive tape Class "O" Material-(16mm thick).
~ .... ----------------------------------------------------------------------- --··········· .............. -----------TOTAL Rs. 139,90,094
LOW SIDE 21
(:~ A.\g) ircf/f iJ rP-n~<>i (f:i o)
• ~,' 1,, _, ~lv1:~o~of'2Ao
1:-f(:r:i,: 1.-.:-;-;:1 !fcfil-~·-2. c;::-;s-..--101
HVAC WORKS TOILET EXHAUST SYSTEM Lucknow
-------- ------------------------------------------------1------------------------ -------------- ------- ------- ---------- ----------------:·· Description Code :o Qty Unit RATE AMOUNT
_____ <>,_ ------------------------------------------------------------------------- .. ! JJ!! ... o. ------- --·---- ---------- ----------------A TOILET VENTILATION FANS - - -- - - - -- - ••.•• - •• -- -- -- -- --- --- --- --- - --- - -- ---- •••••• ·-· ••••• --- -- -- ----- -- -- •••••••••••• - ----- -- - --- -1- - -- --- • -- -- ••••• -- - - --- --- - -- -- -
1 TOILET VENTILATION FANS --------- ··----------------------------------------------------------············· -------------- -------1- ------1-·········· ----------------Supply, installing, testing, commissioning & handing
over of EXHAUT AIR UNIT of cabinet type, Floor /Ceiling mounted Double skin horizontal units complete with Fan section with forward curved fan. Heavy duty flexible double layer canvas connection shall be provided at the outlet of unit Fan. The minimum external fan static shall be 40mm as explained in the technical specifications All unit shall be suitable for outdoor installation provided with Support.
--------- ······------------···············-----------················------------- .••••••••••••• -------1- ------1----------- ----------------___ 1.1 _ 11500 CFM_@ 30mm wg static pressure _________________________ M.R ______ 2 ___ Nos_ 138694 __ 2,77,388 __
--------- ···········-------------·············-------------------------------·-··· -·-·····--···· ··-----~ ·-----~-------·-· ··-------------· B SHEET METAL WORK - Ventilation Supply, Installation, Testing Balancing & Commissioning of the following items as per approved 16.3.6 J working drawings, specifications and requirement 50
--------· ·········------------------------·-···-·····-··-------------------------- -····--··--··- ·····-· ·-··---~---------- ----········--·· G.S.S square/ rectangular ducting complete with gaskets, elbows, splitters, vanes, supports etc. as per 16.3.7 I IS- 655/1963 revised till date required for air 50 distribution.
-------- ············-························---------·····-····-·-······-····-· '·------------· ------- -------~-----·-··· ····-·····------i Thickness 1.25 mm Sheet/ 18 gauge ~
6·~!:15
~ 20 Sqm 1257 25,140 --------- ------------------------------------------------------------------------ __ '.!] __________ ------- ------- ---------- ----------------
ii Thickness 1.00 mm Sheet/ 20 gauge ~6·~!:2
5~ 20 Sqm 1004 20,080
--------- ------------------------------------------------------------------------- __ '.!] __________ ------- ------- ---------- ----------------iii Thickness 0.80 mm Sheet J 22 gauge ~
6·~!:35
~ 50 Sqm 890 44,500 --------- ------------------------------------------------------------------------- __ '.!] __________ ------- ------- ---------- ----------------
iv Thickness 0.63 mm Sheet/ 24 gauge ~6·~!:~~ 200 Sqm 725 1,45,000
--------- ------------------------------------------------------------------------- __ '.!] __________ ------- ------- ---------- ----------------·······-· ···-···················------------------------······················-·· '·····--······- ·····-- ··-----~---------- ····------------
Supply, fixing, testing and balancing of powder coated extruded aluminium section squar~ type in
2 construction exhaust air grills as per specifications.
--------- ------------------------------------------------------------------------· ~------------· -----·· ....... ········-· ··--------·····------i·-- 150mm X-150-mm____ M.R 200 Nos 551 110 200 .•....... ·········---------------------------------------------------------------- -------------- ------- ······- .......... ····'···'--,~~·--
2_1
Supply and installation of flexible duct. ---- ·
- i 150mm dia M.R 300 Rmt 345 1 03 56°0 --------- ------------------------------------------------------------------------- -------------- ------- ------- ---······- ____ , ___ , ______ _ ···-·--· ···················································---------············· -------------- ...... ~------· ......................... .
Supply and installation of 26G GI mixing box for 2.2 diffuser.
i 150wx150hx200h lOOmm dia collar M.R 200 Nos 791 1 58 zcio --------- --····································································-·· -----·-·····-- ------ ~------- ---------- ____ , ___ , ______ _
--------- ---····················--------------------------························ -------------- ------- ------- -------··· ···------······· Supply and installation of butterfly damper(spigot).
2.3
----····- ·························-·············································-- -------------- -------~------- ---------- ···-----------·· i lOOmm Dia M.R 200 Nos 859 1.71.800
--------· ------------------------------------------------------------------------- -----·· r\.A\;I_ --- --'. ------- ---------- ----------------'YJ3 \ . ' : ' )
EXHAUST SYSTEM:2zi ,: I
HVAC WORKS -------· --------------------------------------------------------················· .............. ------- ------- ---------- --------------- . :·· Description Code :o Qty Unit RATE AMOUNT
_____ o .. _ ..... _ .......... ___ ------- _ ...................... __ ----- ____ ------------ _ _{ P.!I. __ o _ ...... ____ .... ,. ____________ . __________ _ Supply, fixing, testing and balancing of of powder coated extruded aluminium section Return air grills
2.4 without volume control dampers complete as required. M.R 5 Sqm 6224 31,120
--------- ---------------------···················································· .............. -------~-------~---------- -----------------------· -----------------·····························--------------------------- ..................... ------- ---------- ---------------·
Supply, fixing, testing & commissioning of Powder
3 coated extruded aluminium section exhaust air louvers M.R 4 Sqm 7619 30,476 with bird screen.
--------- ····························--------------------------------------------- ..................... ······-~·-····-··· -----······--···
4
Supply, fabrication, installation and testing of opposed blade G.I. construction Box type duct volume control damper.
16.13 I 54
10 Sqm 5413 54,130
···------ ···············-··-·····················-···········-···················· .............. -------~ ·-----~ ·····-··· ···············-Motorized Galvanised Fire dampers with 90 minutes fire rating with temperature sensor, alarm panel with
5 motorised actuator, provision for receipt of external fire 16.20.2 I 1 Sqm 7053 7 ,053 signal, wiring as per specifications. 55
--···-··· ···········································-·······--·-·················· ······-···--·· ··, ··-· -------~---······· ............... . ------ --- --- --- --- ------ --- ----- ---- ---- -TOTAL --- --- --- ----- -- ----- -- -- --- --- --- ------ ---- - ---- ---, Rs_--,-------, -- - 11,'11:f,59'1
EXHAUST SYSTEM 23
..... ................ Split AC_ SYSTEM, Lucknow ............... ............................................. .
"ji" ··························--~~~~~;~;i~~---························· Code :o -~-~;~ ·;~;- --~~;~· -~~~~-~~-
.. o ..•.....................................••.•..•..•.•..•..............•. _/_pg .. o_ .•.........•...•..............•••
----- ·---------------------------------------------------------------------- ------------- ----- . ------ -----···· ........... . ............ INVERTER HI-WALL UNITS _(SPLIT AC) _______ ............. ................................ .
Supply, installation, testing and commissioning of HiWall Type Split Airconditioner with following
1 specification and capacities
..... ·---------------------------------------------------------------------- ............. ------ ---··· --------- ------------The Equipment shound use R410A Eco Friendly refrigerant, capable of Heating & Cooling. The Evaporator & the Condenser shall have Copper Coils / Tubes with Aluminium Fins. The minimum sound Level of the Indoor Unit should be 32dBA or below & that of Outdoor Unit should be 44dBA or below. The compressor shall be Rotary Hermetically sealed Slig Type. The unit should be capable of handling a Maximum interunit piping length of 30 RMT below including full charging of R410A refrigerant gas. The air control shall have both Horizontal & Vertical automatic louvers with both heating and cooling options.
---·- ·---------------------------------------------------------------------- ............. ------ ...... --------- -----------· ---·· ··········----------·············--------···············-------------- -------······ ...... ------ --------- ------------
a 2.0TR capacity split Air-conditioners 7 Nos 54500 381500 ----- - - .......................................... -····· .................... . ..... ---------------------------------------------------------------------- ············ ....... ------ .................... .
2.0TR Installation, testing and commissioning of Split air conditioners complete with refrigerant gas .refrigerant piping 5Rmt,electrical works, cabling
1.l between nearest power point, indoor and out door 7 Nos 1950 13650 units.drain piping cordless remote and MS stand .
..... ·---------------------------------------------------------------------- ................... ------ .................... . ----- ------------·············-------······································ .................................. ------------.. ? .. Stabilizer (5KVA) .............................................................. .? ... ".'!'?:: .~?.!Q ... ?.'~~?.9 ..
b Extra copper piping (Ref Piping) 100 Rmt 975 97500
::~·: Control _Cabl~ ........................ :::::::::::::::::::::::::::: ::::::::::::: -~-~~ :~:~~ :)?~:: )9:oo( ..... ································------································ .................................. ---·········
TOTAL
(0:rf."'m 1~,ts) f·lmJ q>!j~ (fi:lo)
'}o \:1, ... , ~ 1 or~1i:~ r~ f..'.i~Jci::\~ j"cJS'fl t--;:~·5L:;·-~·2, :,<c: ·r:1::
536220
........................................................................... J ....... J. ... l ... · ................... .
.......... .............................. PRECISION_ A/C SYSTEM .............................. ............. .
.......... ................................ BILL OF QUANTITIES ___ ....................................... .
__ SI.no. DESCRIPTION .......••..•.•....•....•.•.....•...........•....• Qty. Unit ___ Rate .. Amount ___ _ Supply Installation testing and commissioning of Dual Fluid Precision Ac including piping and all necessary valves and fittings.
1
· a 10 TR 3 Nos 787900 2363700 ---------- ------------------------------------------------------------------ --------- ------ ----------- --------------
Grand Total 2363700
...................................................................................... 1 ...... 1. .... .J. ........................... . Hot water System .. -. --- -- ...... --- --- -. --· --- . ---- -.. -.. --- --- --- -. ---. --. -.. --... ---. -.. --- --. -.. --- .. - . -. --. --. ---. ··- --
.......... , ................................... ~~ .':~ .. <.>.~. 9.':I.~~-!-~'!.~ ~~......... . . . . . . . . . . . . . . . . . . . . . . . . . ................ .
-~-1: .. ~.<?., ........................... _DESCRIPTION ............................. ~!Y. Un it .. -~-<!~~ ..... ~!!!~~-l)J ... . 1 Hot Water Generator For Winter Heating
a
·supply, installation, testing and commissioning of electrically operated Hot Water Generator of capacity 150 KW in multiple bank complete with PLC based microprocessor controls, electrical panels etc. confirming to technical specifications section. (1W)
Inlet Water Temperature 50 °c
1 No 435634 4,35,634
Outlet Water Temperature 55 °C · · ·· ·· ··· · · · ·············· ----... -.. -- .. --- -- -- -.. --- -. -. --. ----- -. ----- --. -- --- -- ........ -- -- -- -. -... --... --- -- - . ----- -. --- -- --- --- -.. -.. -- ... --. ----- . --. -- --. -----. --- -- ·- -- --- ---···. -- ---- ----- -- ----. -. --- -- -. -.... -.... -. -- -. --- --- --. --. -- ---" -- -- -- -.. -- --. -. -- -- ---- --- ----. --- .. -
Hot Water Pump Sets - • - - -·. - • -1-- ••••• -- -- - -- - - • - •••• - • - - - - -- -- - - • - •• --- - - -- -- • - ••• - -- •••• -- •• -- --- - - • - • -- - • - • -- - - - - • - -- - • - • - - -- ••• - -- -- - • - - - - - -- --- - -
Supply, installation, testing and commissioning of Vertical Inline hot water centrifugal pump sets with bronze impeller for hot water recirculation complete with TEFC (EFF1) Sq. Cage induction motor with class "F" insulation, base plate, coupling guard, SS Shaft Grade 316, bronze impeller, factory fitted mechanical seal, flexible pipe connector at inlet and outlet etc. conforming to technical specification & as per following parameters. The hot water pumps shall also include the cost of thermal insulation. Hot water pumps shall be suitable for operation on variable frequency drives & conforming to the specifications of variable speed pumping system.
Capacity of Each Pump LPM 560
Pump Head (Mt)15
Motor HP 7.5 1 No 186234 1,86,234
-. --.... -. -- . --- -- -- --- ----- . -- ---- ------. ---. ---- -- . -. -. --- ----- -- -- -. -- --- ---. ----- - ------ --- --- - --- ---- --. - -. --- -- --. ---. -- --Variable Speed Pumping System for Hot Water
.......... _Pumps ................................................ · .......................................................... . Supply, installation, testing and commissioning of Variable Speed Pumping system 15 HP variable frequency drive (VFD) having IP-55 enclosure with heat sink suitably interfaced with other system components, hand J auto macro designed for pumping application, 01 no. dedicated microprocessor based pump logic controller with IP-55 enclosure, parallel pumping software duly downloaded, 02 No. Differential Pressure Sensor J Transmitters, interfacing amongst all components and compatibility of I/0 signals etc complete with other accessories as required.
1 No 415085 4,15,085
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::: : :~ ~ ::::::::::: :::::::::::::::::: Grand Total '' &r:,,\ 10,36,953