uprnn.co.inuprnn.co.in/tender/corrigendum_160915.pdf · U.P. RAJKIYA NIRMAN NIGAM LTI>. l>IAL 100 TENDERS FOR PROPOSED CON~TRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE

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-~ .



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-~



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 ............................................................................................................................................................ ..................................... .



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



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.


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


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·,~·


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.


(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-~


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. · ·


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.


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.?. ............ .


and removal of form for : Lintels, beams, plinth beams,

girders, bressumers and cantilevers - For PLINTH BEAM & 5.9.5 / 97 PLINTH SLAB.


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.


and removal of form for : Weather Shade, Chajjas, Corbels, 5

_9

_ 19197 etc., including edges. - GILL SLABS


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.



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.


girders, bressumers and cantilevers - LINTELS at all Levels. 5.9.5 / 97


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.


and removal of form for : Suspended floors, roofs, landings, balconies and access platform. - RAKED SLABS in 5.9.3 / 97

Auditorium


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)


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

................................................................................................................................................................................................................................................................................................


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


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.


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


.. -. --·- --· ',. ·-- ..... . .-.---'· -- ... .-... _, ____ ,,' -· --- ..... .. '-. _, _______ ,---·- ........ -- '":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.


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


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),


................................................... 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•______ -- --- -..... ~- -"[ ':. --- _''."-=------- ---=


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



(3)


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




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


(1) (2)

F 1.6 Providing and laying Vitrified tiles in different sizes, with



(3)


_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




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 · ...................................... ..






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



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


(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_



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


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:




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


(1) (2) (3)






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



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.



(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.



(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,. ~



(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


(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;~ ..


(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.


. .,,._:,.._ .,__ .. --·· ., " .. -·.· --- . " ..... "."·- .. -· ... ·-- .· ,·· .. _,,,-·--.··-·"·"-· ._ ....... ",' _ .. _ . ."·--~·'··--·--" -- . ____ ;2~,


(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,.


(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


(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. •


• ~" ~~ ><• -· .-~ ----- .. • ---· • -- • ,._. __ ··--- -·- -- -- ··-.. -~~


.

.

(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 .


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


(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


(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.


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)


DSR 2014 followed . ..................................................... ..................................................................................................... . DSR 2014 Rate I SOR 2015 - 16

/DERIVED

DSR (AS PER SOR SCH. No. Quantity Unit RAW MATERIAL


..................................... .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


(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~. ·· · · · , ..


(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.



(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



fixing far Terrace Ring level supported by M.S .angle






cutting hole in wall/floor/slab and making good the same


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



fixing for Terrace Ring level supported by M.S .angle·






cutting hole in wall/_floor/slab and making good the same


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,



(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)


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)


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


PART A3 P. No. 52

Nos. 18000.00 18000.00

4370592

INT. WATER SUPPLY SYSTEM - ABSTRACT BOQ

UP NIRMAN NIGAM LTD. DIALIOO


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


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


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


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


(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


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·


.

(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


.

(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


(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


(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


.................................................. 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


(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


(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


TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION Based on UPPWD Schedule of Rates 2015 - 16, Lucknow &

................................................... DSR.2014 followed ................................................... .



. (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


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


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


(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


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


(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


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


..................................................... 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


TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE (DIAL


(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


(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.


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


(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


LUCKNOW, UTIAR PRADESH.


DSR 2014 followed . ....................................................................................................................................................

SI.

No.

(1)


(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


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


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

..................................................................... . ............................................................................................................................................................................. .






Extra for every additional lift of 1.5 m or part thereof in 2.6.1 172


300.00 Cum 210.43 63129.00


- -. -~-- . --'-'"-' ,, ~. 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.


(1) (2)



depth. 1.5 m in Width as well as 10 sqm on plan) including

(3)



Extra for every additional lift of 1.5 m or part thereof in 2.6.1 I 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


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


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


(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,,_,." =---'• ,' . .,.·,,•,_, ··'"· •-'••• '' "'"'-· '-··,'-'--'•-' ',' ,_ ·.--'-·,•·-- '',,' ' ''_.,,' ••••--"'"· ',,·,_ "',· • "· ,"'-' • ••-' •••" •••-' •• -· •• • ··-- ••••-----,.-•-•~~----•-- -______ , ____ ;.::.:::.~:


(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


(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

- ---· ··"- ----- ------ ".- "" - ·---"-<•


(1) (2) (3)


5.8 removal of form for : Lintels, beams, plinth beams, girders, 5

_9

_5197

bressumers and cantilevers - LINTELS at all Levels.


5.9 removal of form for : Stairs, (excluding landings) except spiral-5

_9

_ 7 1 97

staircases- FOR STAIRCASE

BASEMENT Floor to GROUND Floor .....................................................................................................................................................................


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


5.11 removal of form for : Weather Shade, Chajjas, Corbels, etc., 5

_9

_ 191 97

including edges. - For Chajja/Platforms


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


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


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


(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


(1) (2)

Cleaning and preparation:


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


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



Based on UPPWD Sc~edule of Rates 2015 - 16, Lucknow &

DSR 2014 followed.


SCH. No. QUANTIY UNIT

(1) (2) (3) (4) (5)

PART II : UNDER GROUND RESERVOIR FINISHES

DSR 2014 Rate I SOR 2015 -


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



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


(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


(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


(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


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



CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH.

Based on UPPWD Schedule of Rates 2015 - 16,

Lucknow & DSR 2014 followed .


(1) (2)

SCH.

No.

(3)

..................................................................................................................

DSR 2014 Rate I SOR

2015 - 16 / DERIVED ,

DSR (AS PER SOR

QUANTTY UNIT RAW MATERIAL

(4) (5)


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


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


(1) (2)

For 10 Sqm Area of 1 OOmm Compacted Thickness, Net

Quantity -

90mm to 45mm - f245 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


(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


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


(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


(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


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-=



(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


(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






.................................................... 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


....................................................................... 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


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


(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


(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


'TENDERS FOR PROPOSED CONSTRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION


SI.

No.

(1)


(2)

Based on UPPWD Schedule of Rates 2015--16, Lucknow &

.................................................... DSR2014.followed .................................................... .

DSR 2014 Rate I SOR 2015


SCH. No. QUANTTY UNIT SOR RAW MATERIAL


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


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


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


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


CENTRE (DIAL 100), LUCKNOW, UTTAR PRADESH . .

SI. DESCRIPTION OF ITEMS

No.

(1} (2)

PART - BOQ for BUDGET FIGURE


DSR 2014 followed.


(3) (4) (5)



SOR RAW MATERIAL


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


LUCKNOW, UTIAR PRADESH.

Based on UPPWD Schedule of Rates 2015 -16, Lucknow &

.................................................. DSR 2014. followed ................................................... .



16 / DERIVED DSR (AS PER SI.

No. SCH. No. QUANTTY UNIT SOR RAW MATERIAL


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



..................... DSR_2014_followed .................................................. ..

SI.

No. DESCRIPTION OF ITEMS



SCH. No. QUANTIY UNIT SOR RAW MATERIAL


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



SI.

No.

(1)


(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


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


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


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


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


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


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


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.


--------- ---------------------------------------------------------------------------- ------------ -------- -------------- ---------------------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


SAPL


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;>.


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,'.-.;;



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

--------- ----------------------------------- ---- -- --- ------ ---- ----------- ----------- ------------ -------- -------------- --------------------


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


SAPL


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


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).


--------- ---------------------------------------------------------------------------- ------------ -------- --------------· --------------------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 ,_( -


SAPL


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


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.


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',(':(··,<,


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


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.




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


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


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


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


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.


2.13 UPS·SMSB-3 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


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


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


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


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


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


SAPL


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


SAPL


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



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


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;


SAPL


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

--------- ---------------------------------------------------------------------------- ------------ -------- -------------- -- ---- """" ----------

·-·~


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§;;

., .... ·--.:-"'"'"'"·""-~-



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


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.


--------- ---------------------------------------------------------------------------- ------------ -------- -------------- --------------------

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


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' ~' ,::,:;. ,.:_

--------~----------··-----· .. ·-----


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


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

""._. __ . ''""''::.::..:..:.:.:..::·-----·.:::.::::::::..:::..:;:..::.~ "''""::::.::~---""' ""'""' "" """ _--" -, " -- ......... ---~-" ---------, ... -- . -·-----, ..... ---- .--· ......... _ .. '" ."' .. ~-----,--- -- .. '.' ........ ,.,,., .... ·::-::· ....... , ., .. _ .. _." "., ' ........ _ ... _ ....... ,., ...... __ ._.. -----------.· __ ........ _ .. _


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


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


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


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


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

Documents

uprnn.co.inuprnn.co.in/tender/corrigendum_160915.pdf · U.P. RAJKIYA NIRMAN NIGAM LTI>. l>IAL 100 TENDERS FOR PROPOSED CON~TRUCTION OF STATE LEVEL CENTRAL MASTER CO ORDINATION CENTRE