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Government of Maharashtra
Schedule of Rates 2014-2015
For Nagpur, Bhandara, Gondia, Wardha, Chandrapur & Gadchiroli District
Public Works Region, Nagpur
(w.e.f. 01/07/2014)
Chapter Classification of Items
1 General Notes I VI
2 Building Works
1 Bd-A Excavation 1 4
2 Bd-B Pile Foundation 5 --
3 Bd-C Structural Steel Work 6 8
4 Bd-E Plain Cement Concrete 9 12
5 Bd-F Reinforcement Cement Concrete 13 27
6 Bd-G Brick Work 28 31
7 Bd-H Stone Masonary 32 --
8 Bd-I Cement Concrete Hollow Block Masonary 33 --
9 BD-J Water Proofing 34 41
10 BD-J-1 Repairs & Rehabilitation 42 43
11 Bd-K Expansion Joints 44 --
12 Bd-L Plastering and Pointing 45 52
13 Bd-M Paving , Flooring and Dado 53 64
14 Bd-N Wood Finish 65 66
15 Bd-O Oil Painting 67 75
16 Bd-P Colour/White Washing , Distempering 76 78
17 Bd-Q Wood Work 79 83
18 Bd-R Roofing and Ceiling 84 99
19 Bd-T Doors and Windows 100 130
20 Bd-U Iron Work 131 134
21 Bd-V Water Supply and Sanitary Fittings 135 160
22 Bd-W Miscellaneous
a) Antitermite and Pest control 161 164
b) Guniting 165 166
c) Fencing Work 167 169
d) Dismentaling 170 178
CURRENT SCHEDULE OF RATES 2014-2015
I N D E X
Page No.
Chapter Classification of Items Page No.
3 BR Bridge Works 179 206
4 CD Cross Drainage Works 207 209
5 RD Road Works
5(A) Excavation & Embankment 210 217
5(B) WBM Road Construction 218 224
5(C) Asphaltic Construction 225 243
5(D) Concrete Pavement 244 265
5(E) Protection Work 266 267
5(F) Road Furniture 268 285
6 Survey Work 286 305
7 Material Rates 306 317
8 Labour Rates 318 -
9 Transportation Rates 319 321
10 Rates for Loading &
Unloading , Stacking &
Transportation, Materials
322 323
11 Machinary hire charges 324 325
12 Consumption Of Cement
for different grades of
concrete
326 -
13 Approval to C.S.R. 2014- 15 327 -
1)
2)
a) 10%
b) 5%
c) 4%
d) 5%
e) 15%
f) 20%
A)
B)
C)
If the material is supplied by the Department the above percentage shall be applied on the
cost of item after deducting the cost of material including VAT as applicable as per note No.
3 below.
If the material is to be brought by the Contractor the above percentage shall be applied to the
cost of item directly.
Items which are not included in this schedule of rates shall be adopted from schedule of
rates for National Highway works Nagpur Region for the corrosponding year.
( I )
Sugar cane producing areas
Jail premises
Naxalite affected area ( For all works in
Gadchiroli District.) As per Govt. of
Maharashtra, GAD letter No.VVK-
2009/CR 102/Desk-1415 dated
31/12/2009.)
( i ) The Superintending Engineers should specify the sugarcane producing & tribal areas
under their circle.
( ii ) If Jail premises is situated in Corporation or Municiple area, an increase of 5% or 4%
respectively shall not be added.
( iii ) For Gadchiroli District Notified Trible area, Hilly or inaccessible area, an increase shall
be (10% + 20%) = 30%
GENERAL NOTE
The schedule of rates for the year 2014 - 2015 is applicable for Public Works Region,
Nagpur as per circular No. TS /SENAG ./ CSR / 1119 / 2014 dated 13.08.2014 with
effect from 01 /07/ 2014
For the rates in notified Tribal areas, Hilly and inaccessible areas, corporation area, Municipal
Council area, Sugar producing area, Jail premises and naxalite affected area an increase of
percentage over schedule of rates prescribed as follows.
Notified Tribal areas or HiIly or inaccessible areas
Corporation areas
Municipal Council areas
3)
1
1
2
3
4
a)
b)
(II)
The rates of bulk / packed Bitumen adopted for the items of bituminous works are based
on the prevailing rates on 01.06.2014 Exrefinery Mumbai .The rates of Medium setting
Hincol Bitumen Emulsion for packed drums are based on the prevailing Rates on
01.06.2014.
The rates of cement and steel are applicable at District & Taluka headquarters.
10 Bitumen
Packed VG-40
Rs. 61570/-Per M.T.
(Ex-Refinery Mumbai)
11 Medium setting Hincol
Bitumen Emulsion
i) Bulk Rs. 45446/-Per M.T.
ii) HDPE Rs. 52632/-Per M.T.
8 Bitumen
Packed VG-30
Rs. 57915/-Per M.T.
(Ex-Refinery Mumbai)
9 Bitumen
Bulk VG-40
Rs. 57580/-Per M.T.
(Ex-Refinery Mumbai)
6 Bitumen
Packed VG-10
Rs. 56885/-Per M.T.
(Ex-Refinery Mumbai)
7 Bitumen
Bulk VG-30
Rs. 53925/-Per M.T.
(Ex-Refinery Mumbai)
TMT Steel Bars Rs. 46000/-Per M.T.
Structural steel Rs. 47500/-Per M.T.
5 Bitumen
Bulk VG-10
Rs. 52895/-Per M.T.
(Ex-Refinery Mumbai)
2
Cement Rs.5800/- Per M.T.
Mild Steel (Fe-500) Rs.44300/-Per M.T.
Schedule of rates are based on the following rates of materials inclusive of VAT at the rate
of 12.5% for Cement, Bitumen & Emulsion and 5% for Steel.
Sr. No. Material
Rates are inclusive of VAT
at the rate of 12.5% for Cement, Bitumen & Emulsion
and 5% for Steel
Rates Proposed for 2014-15
4)
5)
6)
7)
8)
9)
Sr. No Section
For Every
Floor up to
4th Floor
For Every
Floor above
4th Floor
1 2 4 5
i BDF, BDG 3 1
ii BDF 1 0.25
iii BDJ 3 1
iv BDL 3 1
v BDM 3 1
vi BDM 1 0.25
(III)
Water Proofing Treatement
Plastering,Poiinting
Flooring Dado skirting treads ( except
Ceramic tiles,Glazed tiles)
Ceramic tiles, Glazed tiles,flooring dado
Item Percentage Increase
3
R.C.C. B.B.Masonry
M.S./HYSD/TMT Reinforcement
The charges towards quality control tests is considered in the scheduled rates.
M.VAT as applicable is already considered for the different item of works in Schedule of
Rates.
BUILDING WORKS
a) For Building works, basic lead upto 5 Kms. is considered for all completed items.
b) The floor is designated by the space contained within the top of the virgin slab / roof
covering below to the top of the virgin slab / roof covering above.
c(i) for every additonal floor percentage increase in the rates shall be considered for the
items in the following section as given in table without deducting the cost of cement and steel.
References of Standard PWD Specifications / MORTH specifications are mentioned below
the description of items.
(a) For specific tests like taking bores, span load tests, plate load test etc. which are not
included in the rate analysis of the items. Estimates for these test shall be prepared on the
basis of rates approved by Superintending, Engineer, Vigilance & Quality Control Circle,
Nagpur or D.S.R. approved by MERI Nashik.
(b) For angle boring & drilling in standing water the rate will be 1.5 times the usual drilling
charges.
Royalty charges are included in the basic rates of material .
For Every
Floor up to
4th Floor
For Every
Floor above
4th Floor
1 2 4 5
3 1
1 1
viii BDR 3 1
ix BDT 1 0.25
x BDU /BDC 1 0.25
xi BDV 1 0.25
xii - 1 0.25
c (iii) Items to be carried out above terrace such as water proofing treatment on terrace,
water storage tank, parapet wall with coping , staircase, lift room with slab, plastering painting
etc required for the completion of building are assumed to be the items of it's lower floor.
d) In Nagpur Corporation area and Chandrapur Municipal area the use of clay bricks is
prohibited on original works. For such works only fly-ash bricks shall be used , except for
foundation of load bearing structures.The Clay Bricks can be used for Maintenance Work
only.
(IV)
Mangolare tile roof,Ridges Ceiling
Weather Shade Replacing External Window
shutter using scaffolding
Structural Steel Work,Tubular trusses
Soil,waste,vent and rain water pipes and
sanitary wares etc.
Item not covered under Sr.No. i to xi above
c (ii) The precentage increase in rates as above should be on the rate of Current Schedule of
Rate for that item.
Percentage Increase
3
vii BDO
a) External Painting
b) Internal Painting
Sr. No Section Item
(V)
Brass 15%
Brass Oxidised 17%
Chromium Plated 1%
Aluminium Oxidised / Stainless
steel3%
Stainless steel with matt finish 4%
Brass 20%
Brass Oxidised 23%
FOR WINDOWS
FOR DOORS
Chromium Plated 2%
Aluminium Oxidised / Stainless
steel5%
Stainless steel with matt finish 6%
g) For the items of oil painting, distempering under Bd - 0 & Bd - P, the sample shall be got
approved by Executive Engineer & a note regarding make / Company of approved sample
shall be taken by concerned Junior Engineer in measurement book. Unless that is done, the
measurement should not be treated as completes.
h) False celling shall be of Gypsum Board only, for using any other suitable material for false
celling S E's permission shall be sought.
i) The pattern of fixing flooring tiles / stones shall be got approved from Dy. Chief Architect/S
E.
j) Prior permission of Chief Engineer in writing is necessary before execution of item of paving
block as per Govt. Resolution No. CAT-10/11/ case no. 360/Building, Mantralaya Mumbai,
Dated 09/12/2011.
Items of doors and windows with Iron Oxidised fixtures and fastenings are considered. For
other types of fixtures and fastenings add percentage as given below per square metre rate.
Fixtures and Fastenings
e) The use of wooden centering & formwork including wooden props is prohibited. Only
plywood or steel formwork is to be used with steel props.
f) With a view to conserve the natural resources, the use of country teak wood for doors and
windows shall be avoided as for as possible, except for doors located on the external face of
the building.
10)
11)
12 )
a) Nil
b)
13)
15)
(VI)
b) For hot mix hot laid B.T. items rates do not include any initial lead for crushed metal as
well as for hot mix material. Lead for transportation of crushed metal from quarry to plant site
and lead of transportation of hot mix material from plant to work site shall be added seprately.
c) For transportation of Hot Mix Material from plant to work site , the loose quantity of Hot Mix
Material shall be considered while preparing the estimate.
d) Quantity of bitumen has been taken from MORTH specification of Roads & Bridges 2013.
The actual quantity will depends upon the job mix formula wherever applicable.
Work in Foul Condition
a) For such work The rate for excavation shall be increased by 25% over the scheduled rates
of excavation.
b) For other items required to be executed in foul condition upto Ground Level / Bed Level the
rate shall be increased by 5% over schedule rates of individual items of CSR. This increase
is over and above the increase admissible under general note 2.
c) The above hike in rates of (a) & (b) shall be subject to the express condition that the prior
approval of Superintending Engineer is obtained. The foul condition shall be certified by the
Executive Engineer.
Hot Mix Hot Laid Bituminous Works
a) The items of hot mix hot laid bituminous works are excluding transportation of bulk bitumen
from refinery to plant site. Cost of bitumen considered in these items is as rates described in
note (3) under column 3 (inclusive of VAT 12.5%) Ex Mumbai refinery.
For bridge work and C.D. work basic lead of 5 Km. is considered.
For working out rates for items with leads more than 5 km. the estimate should be prepared
for actual leads deducting initial lead charges of 5 km. for all completed items except items
of road work.
Additional lift for bridge items :-
For additional lift for various bridge items as per list given below , rate shall be increased in
percentage given below. Lift is to be measured with respect to common datum level for raft
foundation the datum level shall be raft top. For other type of foundation, average bed level
shall be treated as datum.
Pier ,Abutment,Returns, Wing
wall, Pier cap,Box Returns.Upto
4.00m For every additional 2.00 m
beyond 4.00 m from datum
3.50%
ROAD WORK
a) Rates for collection of material for road work, are at quarry site with lead upto 50 mtrs.
Lead charges shall be considered separately while preparing the estimate for road
work. For concrete pavement items basic lead of 5 km is considered.
Completed Labour
1
BDA
1
Excavation for foundation in earth, soils of all
types, sand, gravel and soft murum,
including removing the excavated material
upto a distance of 50 m. beyond the building
area and stacking or spreading as directed,
preparing the bed for the foundation and
necessary back filling, with approved
material ramming, watering, including shoring
and strutting as necessary complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 132.00 132.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 143.00 143.00
iii Lift above 3.00 m. Depth Cu.m 155.00 155.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 137.00 137.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 148.00 148.00
iii Lift above 3.00 m. Depth Cu.m 159.00 159.00
Spec.No. : Bd.A.1/Page No.259
2
BDA
2
Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 meteRs. beyond the
building area and stacking or spreading as
directed, preparing the bed for the foundation
and necessary back filling, ramming, watering
including shoring and strutting etc. complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 148.00 148.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 160.00 160.00
iii Lift above 3.00 m. Depth Cu.m 174.00 174.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 155.00 155.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 166.00 166.00
iii Lift above 3.00 m. Depth Cu.m 179.00 179.00
Spec. No. : Bd.A. 2/Page No. 259
BD - A : EXCAVATION
DESCRIPTION OF ITEMSSR.NO.
&
CODE
NO.
UNIT RATES FOR 2014-15
(In Rs.)
1
Completed Labour
DESCRIPTION OF ITEMSSR.NO.
&
CODE
NO.
UNIT RATES FOR 2014-15
(In Rs.)
3
BDA
3
Excavation for foundation in Hard Murum and
boulders including removing the excavated
materials upto a distance of 50 meteRs.,
beyond the building area and stacking or
spreading as directed, preparing the bed for
the foundation and necessary back filling,
ramming, watering including shoring and
strutting etc. complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 160.00 160.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 173.00 173.00
iii Lift above 3.00 m. Depth Cu.m 184.00 184.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 168.00 168.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 179.00 179.00
iii Lift above 3.00 m. Depth Cu.m 192.00 192.00
Spec. No. : Bd.A. 3/Page No. 259
4
BDA
4
Excavation for foundation in soft rock, and
old cement or lime masonry foundations
including removing the excavated materials
upto a distance of 50 meteRs. beyond the
building area and stacking as directed
including preparing the bed for the foundation
and necessary back filling, ramming, watering,
including shoring and strutting etc.complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 360.00 360.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 372.00 372.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 364.00 364.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 376.00 376.00
Spec. No. : Bd.A. 4/Page No. 259
2
Completed Labour
DESCRIPTION OF ITEMSSR.NO.
&
CODE
NO.
UNIT RATES FOR 2014-15
(In Rs.)
5
BDA
5
Excavation for foundation in hard rock by
blasting including trimming and levelling the
bed by chiselling wherever necessary, and
removing the excavated materials and
stacking it in measurable heaps within a
distance of 50 metres beyond the building
area including preparing the bed for
foundation and necessary back filling,
watering, ramming, etc. complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 456.00 376.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 481.00 394.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 461.00 377.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 498.00 398.00
Spec. No. : Bd.A. 5/Page No. 259
6
BDA
6
Excavation for foundation in hard rock by
chiselling, wedging, line drilling, etc.
including trimming and levelling the bed,
removing the excavated materials and
stacking it in measurable heaps within a
distance of 50 meteRs. beyond the building
area, including preparing the bed for
foundation and necessary back filling,
watering, ramming, etc. complete.
A) Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 565.00 528.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 584.00 551.00
B) Including Dewatering
i. Lift upto 1.5 m. Cu.m 568.00 530.00
ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 589.00 557.00
Spec. No. : Bd.A. 6/Page No. 260
7
BDA
10
Filling in plinth and floors with approved
excavated materials in 15 cm. to 20 cm.
layers including watering and compaction
complete.
Cu.m. 66.00 66.00
Spec. No. : Bd.A. 10/Page No. 262
3
Completed Labour
DESCRIPTION OF ITEMSSR.NO.
&
CODE
NO.
UNIT RATES FOR 2014-15
(In Rs.)
8
BDA
11
Filling in plinth and floors with contractors
approved material / murum / stone dust in
15 cm. to 20 cm. layers including watering and
compaction complete.( Including Royalty)
Cu.m. 300.00 71.00
Spec. No. : Bd.A. 11/Page No. 263
9
BDA
13
Providing and filling in the foundation and
plinth with sand of approved quality including
watering, compaction complete.
( Including Royalty)
Cu.m. 349.00 71.00
Spec. No. : Bd.A. 13/Page No. 264
10
BDA
14
Providing soling using 80 mm size granite /
quartzite / gneiss / trap metal in 15 cm. layer
including hand packing filling voids with sand /
grit, ramming, watering etc complete.
( Including Royalty)
Cu.m. 493.00 122.00
Spec. No. : As directed by Engineer-in-charge.
4
Completed Labour
1 Providing single under reamed piles of
specified diameter with following grade of
concrete including boring, under reaming in
all sorts of soils, filling the bulb and stem
with C.C.mix (excluding steel
reinforcement) as per detailed specification
and drawings etc. complete.
i) 20 cm diameter
M-20 grade Rmt. 390.00 196.00
M-25 grade Rmt. 402.00 196.000.00 0.00
ii) 25 cm diameter
M-20 grade Rmt. 573.00 206.00
M-25 grade Rmt. 585.00 210.00
iii) 30 cm diameter
M-20 grade Rmt. 713.00 216.00
M-25 grade Rmt. 731.00 216.00
iv) 37.50 cm diameter
M-20 grade Rmt. 979.00 231.00
M-25 grade Rmt. 1005.00 231.00
Spec. No. : I.S. 2911 – Part I 1964 Clause
No. 6.1.5.
2 Providing double under reamed piles of
specified diameter with following grade of
concrete including boring, under reaming in
all sorts of soils filling the bulbs and stem
with C.C. mix (excluding steel
reinforcement) as per detailed specification
and drawings etc. complete.
i) 30 cm diameter
M-20 grade Rmt. 750.00 226.00
M-25 grade Rmt. 770.00 226.00
ii) 37.50 cm diameter
M-20 grade Rmt. 1155.00 242.00
M-25 grade Rmt. 1194.00 242.00
Spec. No. : I.S. 2911 – Part I 1964 Clause
No. 6.1.5.
BD - B : PILE FOUNDATION
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
5
Completed Labour
1
BDC
2
Providing and fabricating structural steel
work in rolled sections like joists, channels,
angles, tees etc. as per detailed design and
drawings or as directed including cutting,
fabricating, hoisting, erecting, fixing in position
making riveted / bolted / welded connections
without connecting plates, braces etc. and
including one coat of anticorrosive paint and
over it two coats of oil painting of approved
quality and shade complete.
M.T. 64975.00 8150.00
Spec. No. : Bd.C. 2/Page No. 275
2
BDC
3
Providing and fabricating structural steel
work in rolled sections, fixed with connecting
plates or angle or angle cleats in main and
cross beams, hip and jack rafters, purlins
connecting to truss members and the like,
as per detailed design and drawings or as
directed including cutting, fabricating, hoisting,
erecting, fixing in position, making riveted/
bolted / welded connections and one coat of
anticorrosive paint and over it two coats of oil
painting of approved quality and shade
complete.
M.T. 58751.00 3996.00
Spec. No. : Bd.C. 3/Page No. 275
3
BDC
6
Providing structural steel work in single
stanchions composed of R.S.J. Channel etc.
with caps, bases, mild steel plates, angle
brackets, cleats, gusset plates, anchor
bolts etc. as per detailed design and drawings
or as directed including cutting, fabricating,
hoisting,erecting fixing in position, making
riveted / bolted / welded connection and one
coat of anticorrosive paint and over it two
coats of oil painting of approved quality and
shade complete.
M.T. 64201.00 4947.00
Spec. No. : Bd.C. 6/Page No. 277
BD - C : STRUCTURAL STEEL WORK
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
6
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
4
BDC
8
Providing structural steel work in trusses,
other similar trussed purlins and members with
all bracing, gusset plates etc. as per detailed
design and drawings or as directed including
cutting, fabricating, hoisting, erecting fixing in
position, making riveted /bolted/welded
connection and one coat of anticorrosive paint
and over it two coats of oil painting of
approved quality and shade complete.
M.T. 72267.00 12865.00
Spec. No. : Bd.C. 8/Page No. 278
5
BDC
10
Providing and erecting structural steel for
sakav with all bracings gusset plates etc. as
per detailed design and drawings or as
directed including cutting fabricating, hoisting,
erecting, fixing in position, making riveted,
bolted, welded connection one coat of
anticorrosive paint and two coats of oil paint of
approved quality and shade complete.
M.T. 67471.00 12139.00
Spec. No. : As directed by Engineer-in-charge.
6
BDC
11
Providing, fabricating and erecting at site of
work the tubular steel structure (shed) of
standard size as per standard design and
specifications having various spans ranging
from 6 mt. to 18 mt. Length in between
trusses and in multiples of standard length of
bays as specified as per standard
specifications inclusive of cost of steel tubular
trusses, tubular columns, (3.5 m.height),
purlins, tie runners, foundation bolts, base
plates, nuts and bolts, welding wherever
required etc. as per detailed drawing inclusive
of one coat of anticorrosive paint and two
coats of oil painting of approved quality and
shade complete
M.T. 74422.00 6212.00
Spec. No. : As directed by Engineer-in-charge.
7
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
7 Providing structural steel work of rectangular
hollow steel section for steel trusses, other
similar trussed items like purlin and members
with all bracing, gusset plates etc. as per
detailed designs and drawings or as directed
including cutting, fabricating, hoisting,
erecting, fixing in position making
riveted/bolted/ welded connections and one
coat of anticorrosive paint and over it two
coats of oil painting of approved quality and
shade complete.
M.T. 76594.00 9681.00
Spec. No. : As directed by Engineer-in-charge.
8
BDC
12A
Providing Gas or Electrical welding for
structural steel sections, plates as per detailed
drawing, for less than 10 mm thick section
Cm. 3.50 1.50
Spec. No. : As directed by Engineer-in-charge.
8
Completed Labour
1
BDE
1D
Providing and laying in situ, cement concrete
in 1:5:10 of trap/ granite/quartzite/gneiss
metal for foundation and bedding / below
pile caps including bailing out water,
plywood/steel formwork, compacting, finishing
uneven and honeycombed surface curing etc
complete. The Cement Mortar 1:3 plaster is
considered for rendering uneven and
honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed.)
Cu.m 2638.00 519.00
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456
(2000)
2
BDE
1C
Providing and laying in situ, cement concrete
in 1:4:8 of trap/ granite/quartzite/gneiss metal
for foundation and bedding including bailing
out water, plywood/steel formwork,
compacting, finishing uneven and
honeycombed surface curing etc. complete.
The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed
surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering will not be
allowed.)
Cu.m 2907.00 519.00
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456
(2000)
BD - E : PLAIN CEMENT CONCRETE
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
9
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
3
BDE
1A
Providing and laying in situ, cement concrete
M-10/(1:3:6) of trap/granite/quartzite/gneiss
metal for foundation and bedding including
plywood/steel formwork bailing out water,
compacting, finishing uneven and
honeycombed surface, curing etc. complete.
The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed
surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering will not be
allowed.)
Cu.m. 3457.00 526.00
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456
(2000)
4
BDE
1
Providing and laying in situ, cement concrete
M-15 of trap/ granite/quartzite/gneiss metal
for foundation and bedding including bailing
out water, plywood/steel formwork,
compacting, finishing uneven and
honeycombed surface, curing etc. complete.
The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed
surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering will not be
allowed.)
Cu.m. 4149.00 542.00
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456
(2000)
10
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
5
BDE
2
Providing and casting in situ cement concrete
of required grade of trap/
granite/quartzite/gneiss metal for steps
including steel centering, plywood/steel
formwork, compacting, roughening them if
special finish is to be provided, finishing
uneven and honeycombed surface and curing
etc. complete. The Cement Mortar 1:3 plaster
is considered for rendering uneven and
honeycombed surface, only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed.)
a) For C.C. M-15 Cu.m. 4314.00 573.00
b) For C.C. M-20 Cu.m. 4580.00 596.00
Spec. No. : Bd.E. 2/Page No. 288/I.S. 456
(2000)
6
BDE
3
Providing and casting in situ cement concrete
M-15 of trap/ granite/quartzite/gneiss metal
for coping to plinth or parapet, moulded or
chamfered as per drawing or as directed
including steel centering, plywood/steel
formwork compacting, roughening them if
special finish is to be provided, finishing
uneven and honeycombed surface and curing
etc. complete. The Cement Mortar 1:3 plaster
is considered for rendering uneven and
honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed.)
Cu.m. 4232.00 630.00
Spec. No. : Bd.E. 3/Page No. 288/I.S. 456
(2000)
11
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
7
BDE
4
Providing and casting in situ cement concrete
of required grade of trap/
granite/quartzite/gneiss metal for bed blocks,
foundation blocks and such other items
including bailing out water, plywood/steel
formwork, compacting, roughening them if
special finish is to be provided, finishing
uneven and honeycombed surface and curing
etc. complete. The Cement Mortar 1:3 plaster
is considered for rendering uneven and
honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed.)
a) For C.C. M-15 Cu.m. 4314.00 573.00
b) For C.C. M-20 Cu.m. 4580.00 595.00
Spec. No. : Bd.E. 4/Page No. 289/I.S. 456
(2000)
8
BDE
5
Providing and casting in situ cement concrete
of required grade of trap/
granite/quartzite/gneiss metal for plain or
molded sills, cornice, jambs, block in
course, or architraves of required size and
shapes including steel centering,
plywood/steel formwork, compacting,
roughening them if special finish is to be
provided,finishing uneven and honeycombed
surface and curing etc. complete. The Cement
Mortar 1:3 plaster is considered for rendering
uneven and honeycombed surface only.
Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering will not be allowed.)
a) For C.C. M-15 Cu.m. 4428.00 620.00
b) For C.C. M-20 Cu.m. 4692.00 635.00
Spec. No. : Bd.E. 5/Page No. 290/I.S. 456
(2000)
12
Completed Labour
1
BDF
1A
Providing and casting in situ cement concrete
of required grade of trap / granite /quartzite
/gneiss metal for R.C.C. pile caps as per
detailed design and drawings including bailing
out water, steel centering, plywood/ steel
formwork, compacting, finishing uneven and
honeycombed surface with C.M.1:3 of
sufficient minimum thickness to give smooth
and even surface and curing etc.
complete.(excluding reinforcement ,
including cover block). The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 4851.00 696.00
b) For C.C.M-25 Cu.m. 5016.00 726.00
Spec.No.: Bd.F.7/Page No.297/I.S. 456 (2000)
BD - F : REINFORCED CEMENT CONCRETE
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
13
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
2
BDF
3
Providing and laying in situ cement concrete
of required grade of trap / granite/ quartzite /
gneiss metal for R.C.C. work in foundations
like raft, grillages, strip foundations and
footings of R.C.C.columns and steel
stanchions including bailing out water,
plywood/steel formwork, compaction, curing
and roughening the surface if special finish is
to be provided, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give smooth
and even surface etc. complete. (Excluding
reinforcement and structural steel,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 4916.00 696.00
b) For C.C.M-25 Cu.m. 5060.00 726.00
Spec.No.: Bd.F.3/Page No.298/I.S. 456 (2000)
14
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
3
BDF
5
Providing and casting in situ cement concrete
of required grade of trap / granite /quartzite/
gneiss metal for R.C.C. columns as per
detailed design and drawings or as directed,
including steel centering, plywood/steel
formwork, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing etc.
complete. Including use of plastisizer
wherever necessary as directed by Engineer
(Excluding reinforcement, including cover
block). The Cement Mortar 1:3 plaster is
considered for rendering uneven and
honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 6176.00 1084.00
b) For C.C.M-25 Cu.m. 6320.00 1114.00
spec.No.: Bd.F.5/Page No. 300/I.S. 456(2000)
4
BDF
27
Providing and laying 50 mm thick layer in
cement mortar 1:8 below plinth beam
including floating, watering, curing and leveling
and ramming the bed if necessary before
laying the layer etc. complete.
Sq.m. 142.00 45.00
Spec.No.: As directed by Engineer- in-charge.
15
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
5
BDF
6A
Providing and casting in situ cement concrete
of required grade of trap / granite /quartzite
/gneiss metal for R.C.C. beams and lintels as
per detailed design and drawings or as
directed,including steel centering,
plywood/steel formwork steel props,
compaction, finishing uneven and
honeycombed surface with C.M.1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening if special
finish is to be provided and curing etc.
complete. Including use of plastisizer
wherever necessary as directed by Engineer-
In-charge (Excluding reinforcement,
including cover block). The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 6299.00 1316.00
b) For C.C.M-25 Cu.m. 6448.00 1341.00
Spec.No.: Bd.F.6/Page No.300/I.S. 456 (2000)
16
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
6
BDF
9A
Providing and casting in situ cement concrete
of required grade of trap / quartzite / granite/
gneiss metal for R.C.C. chajja as per detailed
design and drawings including steel centering,
plywood/steel formwork, steel props,
compaction finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing
etc.complete.(Excluding reinforcement,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only.Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 6600.00 1392.00
b) For C.C.M-25 Cu.m. 6737.00 1424.00
Spec.No.: Bd.F.9/Page No.303/I.S. 456 (2000)
17
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
7
BDF
10A
Providing and casting in situ cement concrete
of required grade of trap / quartzite /granite
/gneiss metal for R.C.C. canopy as per
detailed design and drawings including steel
centering, plywood / steel formwork, steel
props,compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening surface if
special finish is to be provided and curing etc.
complete. (Excluding reinforcement,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 7064.00 1398.00
b) For C.C.M-25 Cu.m. 7201.00 1429.00
Spec.No.: Bd.F.10/ Page No.304/I.S. 456
(2000)
18
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
8
BDF
16
Providing and casting in situ cement concrete
of required grade of trap / granite /gneiss /
quartzite metal for R.C.C. fins of required
thickness in position as shown on the
drawings or as directed by Engineer-in-charge
including steel centering, plywood / steel
formwork, steel props, compaction, finishing
uneven and honeycombed surface with C.M.
1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the
surface if special finish is to be provided and
curing etc. complete. (Excluding
reinforcement, including cover block) The
Cement Mortar 1:3 plaster is considered for
rendering uneven and honeycombed surface
only.Newly laid concrete shall be covered
by gunny bag, plastic, tarpaulin etc.
(Wooden centering will not be allowed)
a) For C.C.M-20 Cu.m. 8273.00 1455.00
b) For C.C.M-25 Cu.m. 8418.00 1487.00
Spec.No.: Bd.F.16/Page No.306/I.S. 456
(2000)
19
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
9
BDF
7A
Providing and casting in situ cement concrete
of required grade of trap / granite /quartzite
/gneiss metal for R.C.C.Portals as per
detailed design and drawings or as directed
including steel centering, plywood / steel
formwork, steel props, compaction, finishing
uneven and honeycombed surface with
C.M.1:3 of sufficient minimum thickness to
give a smooth and even surface or roughening
the surface if special finish is to be provided
and curing etc. complete. (Excluding
reinforcement, including cover block). The
Cement Mortar 1:3 plaster is considered for
rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered
by gunny bag, plastic, tarpaulin etc.
(Wooden centering will not be allowed)
a) For C.C.M-20 Cu.m. 7501.00 1348.00
b) For C.C.M-25 Cu.m. 7645.00 1379.00
Spec.No.: Bd.F.7/Page No.301/I.S. 456 (2000)
20
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
10
BDF
15A
Providing and casting in situ cement concrete
of required grade of trap /granite / gneiss/
quartzite metal for R.C.C. arches with skew
backs as per detailed design and drawings or
as directed including steel centering,
plywood/steel formwork, steel props,
compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding reinforcement,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honey combed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 7334.00 1429.00
b) For C.C.M-25 Cu.m. 7478.00 1462.00
Spec.No.: Bd.F.15/Page No.306/I.S. 456
(2000)
21
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
11
BDF
8A
Providing and casting in situ cement concrete
of required grade of trap / granite /quartzite
/gneiss metal for R.C.C slabs and landings
as per detailed design and drawings including
steel centering, plywood /steel formwork, steel
props, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding reinforcement, including
cover block) The Cement Mortar 1:3 plaster is
considered for rendering uneven and honey
combed surface only. Newly laid concrete
shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering will not be
allowed)
a) For C.C.M-20 Cu.m. 6898.00 1429.00
b) For C.C.M-25 Cu.m. 7054.00 1462.00
Spec.No.: Bd.F.8/Page No.302/I.S. 456 (2000)
22
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
12
BDF
Providing and casting in situ cement concrete
by using Batching Plant, transit mixer &
concret pump of trap/ granite/quartzite/gneiss
metal for R.C.C slabs and landings as per
detailed design and drawings including steel
centering, plywood/steel formwork, steel
props, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding reinforcement &
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honey combed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will
not be allowed)
a) For C.C.M-20 Cu.m. 6893.00 1442.00
b) For C.C.M-25 Cu.m. 7026.00 1474.00
FOR BEAMS & LINTLES
a) For C.C.M-20 Cu.m. 6830.00 1025.00
b) For C.C.M-25 Cu.m. 6797.00 1025.00
Spec.No.: Bd.F.8/Page No.302/I.S. 456 (2000)
23
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
13
BDF
13A
Providing and casting in situ cement concrete
of required grade of trap / quartzite /granite
/gneiss metal for R.C.C. Waist slab, and
steps of staircases as per detailed design
and drawings or as directed including steel
centering, plywood/ steel formwork, steel
props, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding einforcement,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only. (Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc.) (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 6954.00 1442.00
b) For C.C.M-25 Cu.m. 7098.00 1474.00
Spec.No.: Bd.F.13/Page No.305/I.S. 456
(2000)
14
BDF
23, 24
Providing and casting in situ cement concrete
of required grade of trap metal for RCC grid
beam with slab as per detailed design and
drawing with centering, plywood form work,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, finishing the
formed surface with C.M. 1:3 of sufficient
minimum thickness to give smooth and even
surface or roughening them if special finish is
to be provided and curing (Excluding
reinforcement, including cover block)
complete. (Wooden planks shuttering will
not be allowed)
a) For C.C.M-20 Cu.m. 7521.00 1164.00
b) For C.C.M-25 Cu.m. 7687.00 1196.00
Spec No.: As directed by Engineer-in-charge.
24
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
15
BDF
14A
Providing and casting in situ cement concrete
of required grade of trap / quartzite /granite
/gneiss metal for R.C.C.newel posts of
staircase as per detailed design and drawings
including steel centering, plywood / steel
formwork, steel props, compaction, finishing
uneven and honeycombed surface with
C.M.1:3 of sufficient minimum thickness to
give a smooth and even surface or roughening
the surface if special finish is to be provided
and curing etc. complete. (Excluding
reinforcement, including cover block) The
Cement Mortar 1:3 plaster is considered for
rendering uneven and honeycombed surface
only. (Newly laid concrete shall be covered
by gunny bag, plastic, tarpaulin etc.)
(Wooden centering will not be allowed)
a) For C.C.M-20 Cu.m. 6559.00 1164.00
b) For C.C.M-25 Cu.m. 6704.00 1196.00
Spec.No.: Bd.F.14/Page No.305/I.S. 456
(2000)
16 Providing and fixing in position in R.C.C. slab
during laying rectangular 2 mm thick M.S.
Sheet iron box 180 mm x 100 mm and of
required depth with holes or notches as
required, bottom and top lids of 1.6 mm thick
M.S. sheet fixed with 3.5 mm dia round head
Screwed together with Fan dia.M.S. bar bent
to shape with hooked ends (for fan hooks) as
per standard design including painting to
exposed portion complete.
No. 71.00 10.00
Spec.No.: As directed by Engineer- in-charge.
25
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
17
BDF
8B
Providing and Adding Melamine based
admixture to concrete to have water
reducing air entraining
plastisizier/superplastisizier property to comply
with I.S.9103/1979 at 1% of cement or as per
approved manufacturer's specifications.
a) Plasticizer Cu.m. 164.00 4.00
b) Superplasticizer Cu.m. 210.00 4.00
18
BDF
11A
Providing and casting in situ cement concrete
of required grade of trap / granite / gneiss /
quartzite metal for R.C.C. pardi 75 mm thick
including steel centering, plywood /steel
formwork, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give a smooth
and even surface or roughening them if
special finish is to be provided and curing
etc.complete.(Excluding reinforcement,
including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven
and honeycombed surface only.( Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc.) (Wooden centering
will not be allowed)
a) For C.C.M-20 Cu.m. 8916.00 1708.00
b) For C.C.M-25 Cu.m. 9061.00 1740.00
Spec.No.: Bd.F.11/Page No.304/I.S. 456
(2000) 19
BDF
11
Providing and laying in situ M-20 Cement
concrete or trap / granite / quartzite / gneiss
metal for RCC work of walls including
scaffolding, compaction, finishing,
plywood/steel formwork, steel centering. The
C.M. 1:3 plaster is considered for rendering
uneven and honey combed surface only.
(Excluding reinforcement) Newly laid concrete
shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering / formwork
will not be allowed).
Cu.m. 8024.00 2128.00
Spec.No.: Bd.F.11/Page No.304/I.S. 456
(2000)
26
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
20
BDF
17
Providing and fixing in position
reinforcement of various diameters for
R.C.C. pile caps, footings, foundations, slabs,
beams and columns, canopies, staircases,
newels, chajjas, lintels, pardies, coping, fins,
arches etc. as per detailed design and
drawings and schedules including cutting,
bending, hooking the bars, binding with wires
or tack welding and supporting as required
completed.
a) Mild steel M.T. 58097.00 4594.00
b) For TMT / HYSD steel bars M.T. 59601.00 4594.00
Spec.No.: Bd.F.17/Page No.306
21
BDF
19
Providing and fixing in position after hoisting,
precast 1:2 cement mortar reinforced jali
50 mm thick of approved design on both
sides fixing in cement mortar 1:3 and curing
complete. (with 3 mm diameter mild steel bar
reinforcement)
Sq.m. 429.00 93.00
Spec.No.: Bd.F.20 / Page No.307
22
BDF
19A
Providing and fixing in position after hoisting,
precast 1:2 cement mortar reinforced jali
80 mm thick of approved design on both sides
fixing in cement mortar 1:3 and curing
complete.(with 3 mm diameter mild steel bar
reinforcement)
Sq.m. 598.00 112.00
Spec.No.: Bd.F.20 / Page No.307
27
Completed Labour
1
BDG
1
Providing Fly ash lime brick masonry (bricks
conforming to I.S.12894 : 1990 of size 19 cm x
9 cm x 9 cm ) in cement mortar 1:6 in
foundations and plinth of inner walls / in
plinth of external walls including bailing out
water, striking joints on unexposed faces,
racking out joints on exposed faces and
watering complete.
Cu.m. 3549.00 545.00
Spec.No.: Bd.G.1/Page No.313
2
BDG
1
Providing 2nd class Burnt Brick masonry
with conventional/I.S. type bricks in cement
mortar 1:6 in foundations and plinth of
inner walls/in plinth of external walls including
bailing out water, striking joints on unexposed
faces, racking out joints on exposed faces and
watering complete.
Cu.m. 3413.00 545.00
Spec.No.: Bd.G.1/Page No.313
3
BDG
5
Providing Fly ash lime Brick masonry (
Bricks conforming to I.S.12894 : 1990 and of
size 19 cm x 9 cm x 9 cm)in cement mortar
1:6 in super structure including striking
joints, racking out joints watering and
scaffolding complete.
Cu.m. 3604.00 589.00
Spec.No.: Bd.G.5/Page No.315
4
BDG
5
Providing second class Burnt Brick
masonry with conventional/ I.S. type bricks in
cement mortar 1:6 in super structure
including striking joints, racking out joints
wateringand scaffolding complete.
Cu.m. 3467.00 589.00
Spec.No.: Bd.G.5/Page No.315
BD - G : BRICK MASONARY
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
28
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
5
BDG
7
Providing Fly ash lime Brick masonry
(Bricks conforming to I.S. 12894:1990 and of
size19 cm x 9 cm x 9 cm ) bricks in cement
mortar 1:4 in half brick thick wall including
mild steel longitudinal reinforcement of 2 bars
of 6 mm.diameter/2 hoop iron strips 25 mm x
1.6 mm placed at every third course, properly
bent and bounded at ends scaffolding, racking
out joints and watering complete
Sq.m. 579.00 107.00
Spec.No.: Bd.G.7/Page No.316
6
BDG
7
Providing second class Burnt Brick
masonry with conventional / I.S. type bricks in
cement mortar 1:4 in half brick thick wall
including mild steel longitudinal reinforcement
of 2 bars of 6 mm. diameter/2 hoop iron strips
25 mm x 1.6 mm placed at every third course,
properly bent and bounded at ends
scaffolding, racking out joints and watering
complete.
Sq.m. 557.00 107.00
Spec.No.: Bd.G.7/Page No.316
7
BDG
8
Providing Burnt Brick - on - edge masonry
with second class bricks of conventional type
in cement mortar 1:3 including mild steel
longitudinal reinforcement of 2 bars of 6 mm
diameter / one strip hoop on 25 mm x 1.6 mm
placed at every third course, properly bent and
bounded at ends scaffolding, racking out joints
and watering complete.
Sq.m. 507.00 110.00
Spec.No.: Bd.G.8/Page No.317
8
BDG
10A
Providing Second class Burnt Brick
masonry with conventional/I.S. type bricks in
cement mortar 1:4 including scaffolding,
racking joints and watering in pillars of
rectangular or square shapes as shown in
the drawings.
Cu.m. 3488.00 702.00
Spec.No.: Bd.G.10/Page No.318
29
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
9
BDG
10B
Providing Second class Burnt Brick
masonry with conventional/I.S. type bricks in
cement mortar 1:4 including scaffolding,
racking joints and watering in pillars of
curved shape as shown in the drawings.
Cu.m. 3777.00 732.00
Spec.No.: Bd.G.10/Page No.318
10
BDG
13
Providing Second class Burnt Brick
masonry coping of conventional/ I.S. type
bricks in C.M. 1:6 of rectangular chamfered or
other shape as per detailed drawings over
plinth, parapet wall including racking out
joints and watering complete.
Cu.m. 3005.00 567.00
Spec.No.: Bd.G.13/Page No.319
11
BDG
20
Providing Brick work of fire bricks to the
shape and size as shown on drawing in fire
clay 1:5 proportion including scaffolding,
racking out joints pointing and curing
complete.
Cu.m. 7832.00 553.00
Spec.No.: Bd.G.20/Page No. 323
12
BDG Providing and laying light weight clay
perforated bricks 100 mm x 200 mm x 400
mm in C.M. 1:6 including racking out joints,
when plastering is to be done/striking joints
when no plastering is to be done, curing and
scaffolding etc. complete. ( prior permission
of C.E. is required )
Cu.m. 1315.00 84.00
13
BDG Providing and laying light weight clay
perforated bricks 150 mm x 200 mm x 400
mm in C.M. 1:6 including racking out joints,
when plastering is to be done/striking joints
when no plastering is to be done, curing and
scaffolding etc. complete. ( prior permission
of C.E. is required )
Cu.m. 1642.00 84.00
30
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
14
BDG Providing and laying light weight clay
perforated bricks 200 mm x 200 mm x 400
mm in C.M. 1:6 including racking out joints,
when plastering is to be done/striking joints
when no plastering is to be done, curing and
scaffolding etc. complete. ( prior permission
of C.E. is required )
Cu.m. 1770.00 84.00
31
Completed Labour
1
BDH
1
Providing uncoursed rubble masonry of
trap/granite/quartzite/gneiss stones in cement
mortar 1:6 in foundations and plinth of
inner walls / in plinth of external walls including
bailing out water, striking joints on unexposed
faces and watering complete.
Cu.m. 1393.00 342.00
Spec.No.: Bd.H.1/Page No.329
2
BDH
4
Providing uncoursed rubble masonry of
trap/granite/quartzite/gneiss stones in cement
mortar 1:6 in super structure including
racking out joints when plastering is to be
done/striking joints when no plastering is to be
done watering and scaffolding.
Cu.m. 1561.00 386.00
Spec.No.: Bd.H.4/Page No.331
3
BHS
14
Providing coursed rubble masonry 1st sort
of trap / granite / quartzite / gneiss stones in
C.M. 1:6 in super structure including racking
out joints on the inside when plastering is to
be done watering and scaffolding etc.
complete.
Cu.m. 1717.00 589.00
Spec.No.: Bd.H.14/Page No.333
4
BDH
12
Providing coursed rubble masonry 2nd sort
of trap / granite / quartzite / gneiss stones in
C.M. 1:6 in super structure including racking
out joints where plastering is to be done and
striking joints when no plastering is to be done
on the inside, watering scaffolding etc.
complete. ( To be executed with prior
permission of S.E.)
Cu.m. 1651.00 567.00
Spec.No.: Bd.H.12/Page No.333
5
BDH
40
Providing coursed rubble masonry 1st sort
for pillars of trap / granite / quartzite / gneiss
stones in C.M.1:6 including pointing with
C.M.1:3 scaffolding and watering etc.
complete. (To be executed with prior
permission of S.E.)
Cu.m. 2044.00 723.00
Spec.No. : Bd.H. 40/Page No. 345
BD - H : STONE MASONARY
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
32
Completed Labour
1
BDI
1
Providing and laying I.S. standard C.C.
hollow block 100 mm x 200 mm x 400 mm
(100 mm thick) in C.M. 1:6 including racking
out joints, when plastering is to be
done/striking joints when no plastering is to be
done, curing and scaffolding etc. complete.
Sq.m. 392.00 173.00
Spec.No.: Bd.I.1/Page No.349
2
BDI
2
Providing and laying I.S. standard C.C.hollow
block 200 mm x 200 mm x 400 mm (200 mm
thick) in C.M. 1:6 for super structure
including racking out joints, when plastering is
to be done/striking joints when no plastering is
to be done curing and scaffolding etc.
complete.
Sq.m. 804.00 261.00
Spec.No.: Bd.I.1/Page No.349
BD - I : BLOCK MASONARY
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
33
Completed Labour
1
BDJ
2
Sq.m. 273.00 60.00
2
BDJ
7
Sq.m. 477.00 107.00
3
BDJ
9
Cu.m. 3305.00 1220.00
BD - J : WATER PROOFING
Spec.No.: As directed by Engineer- in-charge.
Providing cement based water proofing treatment to
terrance (Indian water proofing or alike) with brick
bats laid in required slope to drain the water for any
span after cleaning the base surface. Applying a coat of
cement slurry admixed with approved water proofing
compound and laying the brick bats on bottom layer in
C.M.1:5 admixed with approved water proofing
compound filling up to half depth of brick bats, curing
this layer for 3 days, applying cement slurry over this
layer joints of brick bats with C.M.1:3 admixed with
approved water proofing compound and finally top
finishing with average 20 mm. thick layers of same
mortar added with jute fiber at 1 Kg per bag including
finishing the surface smooth with cement slurry admixed
with approved water proofing compound. Marking
finished surface with false squares of 300mm x 300 mm.
making the junctions at the parapet rounded and tapered
top for required height, with drip mould at the junction of
plaster and parapet and curing and covering 10 years
Guarantee against leakproofness on Court fee stamp
paper of Rs. 100/- including ponding test etc.
complete.
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: Bd.J.2/Page No.355
Providing water proofing in W.C. and bath including
B.B. Coba in all position consisting of specialised
approved waterproofing compound and materials as per
manufacturers specifications and covering 10 years
guarantee on court fee stamp paper of Rs.100/-
including all lead, lift and ponding test etc. complete.
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNIT
Providing and laying damp proof course 50 mm thick in
(1:2:4)/ M-15 cement concrete layer and bitumen felt
using cement with water proofing compound etc.
complete.
DESCRIPTION OF ITEMS
34
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
4 Sq.m. 213.00 79.00
5 Sq.m. 504.00 116.00
Providing water proof bedding for flooring of Bath and
WC 25 mm thick in C.M. 1:3 including using approved
water proofing compound in specified proportion as per
manufacturers specifications for per bag of cement
including leveling, curing and covering 10 years
guarantee on court fee stamp paper of Rs.100/-
including ponding test etc. complete.
Spec.No.: As directed by Engineer- in-charge.
Providing and laying Hyperplas standard or equivalent
polymeric multiple monolithic five layer water
proofing flexible, pliable and high tensile strength
membrane (3 kg/sqm) & consist of centre core of 90
micron thick High Molecular High density Polyethylene
film (HMHDPE) which is protected on both the side with
polymeric mix. Applying the membrane by thermofusing
to roof & parapet after applying thin film of hot blown
bitumen 85/25 or 90/15 grade @ 1.2 kg/sqm maximum
as per surface condition or Hyperplas primer @ 250
gms/sqm as per site condition on the surface to be
treated with 10 cm overlapping including finishing etc.
complete and covering guarantee of 10 years on stamp
paper of Rs. 100/- and as directed by Engineer-in-
charge. (Prior permission of S.E.in writing is
necessary before inclusion of this item in estimate).
Spec.No.: As directed by Engineer- in-charge.
35
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
6 Sq.m. 625.00 167.00
7 Sq.m. 243.00 107.00
Spec.No.: As directed by Engineer- in-charge.
Providing and laying Hyperplas Aluminum or
equivalent polymeric multiple monolithic five layer
water proofing flexible, pliable and high tensile
strength membrane (3 kg/sqm) which is comprise of
top with "V" shape embossed 40 micron Aluminum foil to
bear thermal expansion and avoiding delamination &
consist of centre core of 90 micron thick High Molecular
High density Polyethylene film (HMHDPE) which is
protected on both the side with polymeric mix. Applying
the membrane by thermofusing to roof & parapet after
applying thin film of hot blown bitumen 85/25 or 90/15
grade @ 1.2 kg/sqm maximum as per surface condition
or Hyperplas primer @ 250 gms/sqm as per site
condition on the surface to be treated with 10 cm
overlapping including finishing etc. complete and
covering guarantee of 10 years on stamp paper of Rs.
100/- and as directed by Engineer-in-charge. (Prior
permission of S.E.in writing is necessary before
inclusion of this item in estimate).
Spec.No.: As directed by Engineer in charge.
Providing and laying mechanical protective layer over
water proofing membrane with cement screed
plaster 1:5 after laying chicken mesh over membrane
including curing etc. complete 20 mm thick with cost of
chicken mesh etc. complete and covering 10 years
guarantee on court stamp paper of Rs.100/- including
necessary testing specified by Engineer (Prior
permission of S.E. is necessary before inclusion of
this item in estimate)
(Note :- This item shall be executed over item no. 5 of
BD-J Water Proofing)
36
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
8 Sq.m. 1029.00 207.00Providing Water proofing treatment to newly laid fully
cured concrete slab of terraces by applying first coat of
polymer modified semi-viscous paste prepared by mixing
polymer of approved make (such as Aquatek conchem/
Master Seal 550/ brush bond / RoffSupercrete /
Webercrete / Monobond /Perma shield / Hypercrate /
Master Crete M 81) and Cement in 1 : 2 proportion ( 1
litre polymer : 2 Kg. Cement) or Rohnex water proofing
system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat )to a neatly cleaned and
dust free concrete surface and upto 300 mm. over
parapet wall prepared by removing loose and deposited
material with brush and water, laying glass fibre mesh of
10 x 10 specification of approved make over tacky
surface of first coat of polymer followed by second coat
in transverse direction, sprinkling coarse sand over it,
followed by protective mechanical cover of 40 mm to 75
mm. thick cement concrete of 1:2:3 proportion using
coarse aggregate of 10 MSA and water proofing
compound of approved make and polypropylene fibres
@ 125 gm per bag of cement within it confirming to IS, in
pannels of 3m/4m oras per site condition & filling the
joints with polt sulphide sealant(0.08 kg per sq.mt.) after
curing
(Note : for slanting length upto. 5.0 m )
Spec.No.: As directed by Engineer- in-charge.
including providing holler with drip moulds at the junction
and finishing the concrete surface with neat cement
slurry,polypropylene fibres @ 125 gm per bag of cement
within it confirming to IS, in pannels of 3m/4m oras per
site condition & filling the joints with polt sulphide
sealant(0.08 kg per sq.mt.) after curing including
providing holler with drip moulds at the junction and
finishing the concrete surface with neat cement
slurry,incuding curing as directed and ponding the
surface as directed etc.complete ; covering 10 years
guarantee against leakproofness on court Fee stamp
paper of Rs 100/-
37
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
9 Sq.m. 1103.00 244.00Providing Water proofing treatment to old terraces by
removing existing treatment, sealing of cracks by non
shrink crack fill compound applying first coat of polymer
modified semi-viscous paste prepared by mixing polymer
of approved make (such as Aquatek conchem/ Master
Seal 550/ brush bond/ RoffSupercrete / Webercrete /
Monobond / Perma shield / Hypercrate / Master Crete M
81) and Cement in 1 : 2 proportion (1 litre polymer : 2 Kg
Cement )or Rohnex water proofing system in two
coats(1kg powder,700 ml water and polymer jelly for first
coat & 1 kg powder,500 ml water & polymer jelly for
second coat) to a neatly cleaned and dust free concrete
surface and upto 300 mm over parapet wall prepared by
removing loose and deposited material with brush and
water, followed by two coat of flexible cementious
coating eg. MYK-Aqufine U.M., Monopal G. coat or
equivalent as per manufacture specification after laying
glass fibre mesh of 10 x 10 specification of approved
make over tacky surface of first coat of polymer followed
by second coat in transverse direction, sprinkling coarse
sand over it, followed by protective mechanical cover of
40 mm to 75 mm. thick cement concrete of 1:2:3
proportion using coarse aggregate of 10 MSA and water
proofing compound of approved make along with 14
guage 40 mm x 40 mm size welded mesh and
polypropylene fibres @ 125 gm per bag of cement within
it conforming to IS in pannels of 3m/4m oras per site condition & filling the
joints with polt sulphide sealant(0.08 kg per sq.mt.) after
curing, including providing holler with drip moulds at the
junction and finishing theconcrete surface with neat
cement slurry including curing as directed and ponding
the surface as directed etc. complete; covering 10 years
guarantee against leakproofness on Court Fee Stamp
Paper of Rs. 100/-
(Note : for slanting length upto 5.0 m)
(Excluding grouting and Removing existing
treatment to be paid separately as required)
Spec. No. As directed by Engineer-incharge and as per
manufacturers specifications.
38
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
10 Sq.m. 965.00 167.00Providing water proofing treatment to newly laid fully
cured concrete slab of terraces by applying first coat of
polymer modified semi - viscous paste prepared by
mixing polymer of approved make (such as Aquatek
conchem/ Master Seal 550 / brush bond/ RoffSupercrete
/Webercrete /Monobond / Perma shield / Hypercrate /
Master Crete M 81) and Cement in 1:2 proportion (1 litre
polymer : 2 Kg Cement)or Rohnex water proofing
system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat) to a neatly cleaned and
dust free concrete surface and upto 300 mm over
parapet wall prepared by removing loose and deposited
material with brush and water, laying glass fibre mesh of
10 x 10 specification of approved make over tacky
surface of first coat of polymer followed by second coat
in transverse direction, laying mechanical protective
cover to polymer coating treatment with brick bat coba
with burnt broken brick bats laid in C.M. 1:5 admixed
with approved water proofing compound filling up to half
depth of brick bats, curing this layer for 3 days, applying
cement slurry over this layer, joints of Brick Bats with
C.M. 1:3 admixed with approved water proofing
compound and finally top finishing with average 20mm
thick layer of same mortar added with polypropylene
fibers at 125 gm per bag of cement including finishing
the surface smooth with neat cement slurry admixed with approved water proofing
compond, Marking finished surface by false squares of
300 mm x 300 mm, Making the junctions at the
parapet rounded and tapered top for required height,
with drip mould at the junction of plaster and prapet and
curing and covering 10 years Guarantee against
leakproofness on court fee stamp paper Rs. 100/-
including ponding test etc. complete
Spec.No.: As directed by Engineer- in-charge.
( Note :- For Slanting length more than 5.0 m)
39
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
11 Sq.m. 1002.00 202.00
Spec.No.: As directed by Engineer- in-charge.
bag of cement including finishing the surface smooth
with cement slurry admixed with approved water proofing
compound, Marking finished surface by flase squares
of 300 mm x 300 mm making thejunctions at the
parapet rounded and tapered top for required height,
with drip mould at the junction of plaster and parapet and
curing and covering 10 years Guarantee against
leakproofness on court fee stamp paper of Rs. 100/-
including ponding test etc. complete
Providing water proofing treatment of Old Terraces by
removing existing treatment. Sealing of cracks by non
shrink cracks fill compound by applying first coat of
polymer modified semi-viscous paste prepared by mixing
polymer of approved make (such as Aquatek conchem/
Master Seal 550/ brush bond / RoffSupercrete/
Webercrete/ Monobond / Perma shield / Hypercrate /
Master Crete M 81) and Cement in 1:2 proportion ( 1 litre
polymer : 2 Kg Cement)or Rohnex water proofing
system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water &
polymer jelly for second coat) to a neatly cleaned and
dust free concrete surface and upto 300 mm over
parapet wall prepared by removing loose and deposited
material with brush and water, laying glass fibre mesh of
10 x 10 specification of approved make over tacky
surface of first coat of polymer followed by second coat
in transverse direction, laying mechanical protective
cover to polymer coating treatment with brick bat coba
with burnt broken brick bats laid in C.M. 1:5 admixed
with approved water proofing compound, filling up to half
depth of brick bats, curing this layer for 3 days, applying
cement slurry over this layer joints of brick bats with
C.M. 1:3 admixed with approved water proofing
compound and finally top finishing with average 20 mm
thick layers of same mortar added with polypropylene
fibres at 125 gm per
(Excluding grouting and Removing existing
treatment to be paid separately as required)
( Note :- For Slanting length more than 5 m)
40
Completed Labour
RATES FOR
2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
UNITDESCRIPTION OF ITEMS
12 Sq.m. 1103.00 328.00
Spec.No.: As directed by Engineer- in-charge.
(excluding Brick Bat Coba and plaster
below flooring )
Providing water proofing treatment to Bath & W.C. sunk
by applying first coat of polymer modified semi-viscous
paste prepared by applying grouting with cement slurry
admixed with non shrink grout additives as per
manufacturers specifications, mixing polymer of
approved make (such as Aquatek conchem/ Master Seal
550/ brushbond/ RoffSupercrete/ Webercrete/
Monobond / Perma shield / Hypercrate / Master Crete M
81) and cement in 1:2 proportion (1 litre polymer : 2 Kg
Cement)or Rohnex water proofing system in two
coats(1kg powder,700 ml water and polymer jelly for first
coat & 1 kg powder,500 ml water & polymer jelly for
second coat to a netly cleaned and dust free concrete
surface prepared by removing looseand deposited
material with brush and water, laying glass fibre mesh of
10 x 10 specification of approved make over tacky
surface of first coat of polymer followed by second coat
in transverse direction, sprinkling coarse sand over it
followed by protective mechanical cover of 15 to 20 mm
thick polymer modifiedplaster to coated surface of sunk
@ 2 litre per bag of cement and filling joints with non
shrink compound and covering 10 years guarantee
against leakproofness on court fee stamp paper of Rs.
100/-
41
Completed Labour
1 Providing and applying water proofing treatment
to vertical surface of brick and R.C.C. wall,
elevated and overhead R.C.C./ brick water
tanks and sumpwell etc. in all directions by using
standard acrylic copolymer coating of Roff
Hyguard, Monopol 456, Dr. Fixit Pidilite 2K or
equivalent in two coats including cleaning the
surface by wire brush, washing and drying
including covering gurantee of 10 years on court
stamp paper of Rs. 100/-, and as directed by
Engineer in charge etc. complete.
(Prior permission of S.E.in writing is necessary
before inclusion of item in estimate).
Sq.m. 654.00 134.00
Spec.No.: As directed by Engineer- in-charge.
2 Providing Grouting by specially prepared grout
of Weber crete / Roff Supercrete / Polyalk WP /
Monobond /Perma shield / Hypercrate or
equivalent with cement in proportion 1 : 3.5 (1
part chemical & 3.5 part cement by weight) along
with 50 ml super plasticizer Roff Plast 320 / sun
polycrete NCT/perma plast/ supercon 100 or non
shrinking non cracking antiwash high strength
polymer cement grout PC grout available in bags
or equivalent with proper water for injectable
consistency and applying it in the body of structure
like slab, beam, column, pillars , deckslab,
retaining wall, basement, underground & elevated
water storage reservoir concrete & brick wall,
crack portion of structure etc. by injecting method,
to achieve its original strength including drilling of
suitable diameter drills holes at 2 to 4 Nos. per
sqm using caps & nozzle grouting machinery
necessary, scaffolding, finishing & covering
guarantee of 10 years on court stamp paper of Rs.
100/- & necessary testing etc. complete. (Prior
permission of S.E.in writing is necessary
before inclusion of item in estimate).
Kg. 294.00 79.00
Spec.No.: As directed by Engineer- in-charge.
BD - J-1 : REPAIRS & REHABILITATION
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
42
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
3 Providing & applying polymer modified plaster of
20mm thick in C.M. 1:3 and adding polymer such
as Webercrete, Roff Supercrete , Monobond
,Perma shield , Hypercrate, , Dr. Fixit Powercrete
at 6.00 litres in 1 bag of Cement and polyprolen
fibers @ 125 gm Polymer powder superscreed or
equivalent @ 3.3 kg / per bag of cement to
damaged structural concrete members by
removing chipping out loose concrete,cleaning
surface by wire etc including curing with covering
guarantee on court stamp paper of Rs. 100 /-
guarantee. (Prior permission of S.E.in writing
is necessary before inclusion of item in
estimate).
Sq.m. 959.00 98.00
Spec.No.: As directed by Engineer- in-charge.
43
Completed Labour
1
BDK
1 A
Providing expansion joints in R.C.C. framed
structure (interior column) with plain
premoulded filler 25mm thick including fixing
T.W. battens both faces and finishing etc.
complete as directed.
Sq.m. 1554.00 143.00
Spec.No.: Bd.K.1/Page No.359
2
BDK
1 B
Providing expansion joints in R.C.C. framed
structure (exterior columns) with plain
premoulded filler 25 mm thick and 3 mm thick
aluminium plate, hold fast, fixing T.W. battens
on internal face, finishing etc. complete as
directed.
Sq.m. 2099.00 178.00
Spec.No.: Bd.K.1/Page No.359
3
BDK
1C
Providing expansion joints in R.C.C. framed
structure (at floor level) with premoulded
filler 25mm thick and 3 mm thick aluminium
plate as required, bitumen poured filler and
fixing T.W. battens on rear faces etc.
complete as directed.
Sq.m. 2567.00 268.00
Spec.No.: Bd.K.1/Page No.359
4
BDK
1D
Providing expansion joints in R.C.C. framed
structure (at terrace level) with premoulded
filler 25 mm thick and 3 mm thick aluminium
plate as required, bituminous poured filler,
fixing lead, flushing on upper side and T.W.
battens and inner face finishing etc. complete
as directed.
Sq.m. 3875.00 455.00
Spec.No.: Bd.K.1/Page No.359
BD - K : EXPANSION JOINTS
RATES FOR 2014-15
(In Rs.)
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
44
Completed Labour
1
BDL
1A
Providing internal cement plaster 6 mm
thick in a single coat in cement mortar 1:3
to concrete surface in all positions including
scaffolding and curing. Providing groove at
joint of B.B.Masonry and concrete members
complete.
Sq.m 101.00 34.00
Spec.No.: Bd.L.1/Page No.367
2
BDL
2
Providing internal cement plaster 12 mm
thick in a single coat in cement mortar 1:5
to concrete or brick surface in all positions
including scaffolding and curing complete.
Providing groove at joint of B.B. Masonry and
concrete members complete.
Sq.m 124.00 63.00
Spec.No.: Bd.L.2/Page No.368
3
BDL
2 A
Providing internal cement plaster 12 mm
thick in a single coat in cement mortar 1:4
to concrete or brick surface in all positions
including scaffolding and curing complete.
Providing groove at joint of B.B.Masonry and
concrete members complete.
Sq.m 129.00 62.00
Spec.No.: Bd.L.2/Page No.368
4
BDL
2B
Providing internal cement plaster 12 mm
thick in a single coat in cement mortar 1:3
to concrete or brick surface in all positions
including scaffolding and curing. Providing
groove at joint of B.B.Masonry and concrete
members complete.
Sq.m 140.00 59.00
Spec.No.: Bd.L.2/Page No.368
5
BDL
3
Providing internal cement plaster 20mm
thick in a single coat in cement mortar 1:3
to stone masonry surfaces in all positions
including scaffolding and curing. Providing
groove at joint of stone masonry and concrete
members complete.
Sq.m 203.00 76.00
Spec.No.: Bd.L.3/Page No.368
BD - L : PLASTERING AND POINTING
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
45
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
6
BDL
4
Providing internal cement plaster 20mm
thick in a single coat in cement mortar 1:5
to concrete, brick surfaces in all positions
including scaffolding and curing. Providing
groove at joint of B.B.Masonry and concrete
members complete.
Sq.m 204.00 77.00
Spec.No.: Bd.L.4/Page No.368
7
BDL
4A
Providing internal cement plaster 20mm
thick in a single coat in cement mortar 1:4
to concrete, brick surfaces in all positions
including scaffolding and curing. Providing
groove at joint of B.B.Masonry and concrete
members complete.
Sq.m 214.00 76.00
Spec.No.: Bd.L.4/Page No.368
8
BDL
4B
Providing internal cement plaster 20mm
thick in a single coat in cement mortar 1:3
to concrete, brick surfaces in all positions
including scaffolding and curing. Providing
groove at joint of B.B.Masonry and concrete
members complete.
Sq.m 221.00 78.00
Spec.No.: Bd.L.4/Page No.368
9
BDL
5
Providing internal cement plaster 25 mm
thick in single coat in cement mortar 1:4 to
concrete, brick, stone surfaces in all positions
including scaffolding and curing. Providing
groove at joint of B.B. Masonry and concrete
members complete.
Sq.m 254.00 81.00
Spec.No.: Bd.L.5/Page No. 368
10
BDL
7
Providing sand faced plaster for external
portion in cement mortar using Kharsalia /
Kasaba or similar type of sand, in all positions
including base coat of 15 mm. Thick in C.M.
1:4 using water proofing compound at 1 kg
per cement bag, curing the same for not less
than 3 days and keeping the surface of the
base coat rough to receive the sand faced
treatment 6 to 8 mm thick in C.M. 1:4 finishing
the surface by taking out grains, making
grooves and curing for fourteen days
scaffolding etc. complete.
Sq.m. 305.00 104.00
Spec.No.: Bd.L.7/Page NO.369
46
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
11 Providing rough cast cement plaster for
external portion in two coats to concrete,
brick or stone masonry surfaces in all
positions with base coat of 12 to 15 mm thick
in C.M. 1:4 and rough cast treatment 12 mm
thick in proportion 1:3 including scaffolding ,
making grooves and fourteen days curing
complete.
Sq.m. 312.00 105.00
Spec.No. Bd.L.8/page No. 370
12
BDL
9
Providing rough cast cement plaster
externally in two coats with coloured cement
finish to concrete / brick / stone masonry
surfaces in all positions with base coat 12 to
15 mm thick in C.M. 1:4 using gray cement
and rough cast treatment 12 mm thick in
proportion of 1 : 1.5 : 3 using coloured
pigment including scaffolding, making grooves
and fourteen days curing etc. complete.
Sq.m. 324.00 109.00
Spec.No.: Bd.L.9/Page No.370
13
BDL
11
Providing exterior stonecrete facing of
approved colour and dressing with base coat
of 12 to 15mm thick in cement mortar 1:3
using water proofing compound at 1kg/bag to
brick or stone masonry or concrete surfaces in
all positions including final coat of stonecrete
facing of required thickness but not less than
12mm thick in proportion 1:3 using gray
cement and colour pigment scaffolding and
fourteen days curing complete. (Prior written
permission of S.E. should be taken before
inclusion of item in estimate.)
Sq.m. 451.00 176.00
Spec.No.: Bd.L.11/Page No.371
14 Providing and applying granular textured
finish 1.5mm thick to old / new surfaces in
decorative finish in approved colour and shade
as directed by engineer-in-charge including
scrapping preparing the surface scaffolding
etc. complete.
a) By trawel Sq.m. 497.00 218.00
b) By Roller spring Sq.m. 459.00 218.00
Spec.No.: As directed by Engineer- in-charge.
47
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
15 Providing and applying synthetic plaster 2.00
to 2.5 mm thick to new cement plaster
surface in proper line level and finishing in
various shades as directed by engineer
incharge including cleaning, scrapping of
surface etc. complete. The item includes 2
coats of synthetic acrylilc coating scratch
plaster and 2 coats of textured paint.
Sq.m. 653.00 322.00
Spec.No.: As directed by Engineer- in-charge.
16 Providing and applying external Stonecrete
Plaster 8 to 10 mm thick in one coat of
approved colour and shade, over base coat of
8 to 12 mm thick rough cement plaster in C.M.
1:4, in ratio 1 : 1 : 2.5 [ 1 part Birla White
Cement, 1 part Dolomite / Calcite / Marble
powder and 2.5 part quartz sand /Marble chips
(Zero No.)] using water proofing compound.
(Impermo – Snowcem make or equivalent) @
2% by weight of white cement and adding
synthetic inorganic colour pigments as per
desired shade, to brick or concrete surfaces in
all positions, making grooves, chiseling to give
Ashlar Stone Finish, Washing and cleaning
the surface, applying water repellent (Perma
make or equivalent)including scaffolding,
curing etc. complete.
Sqm 938.00 432.00
Spec.No.: As directed by Engineer- in-charge.
48
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
17 Providing and applying stone grit wash
plaster on exterior walls in two layers, under
layer 12 mm thick cement plaster in c.m. 1:4 in
gray cement, furrowing the under layer with
scratching tools, applying white cement slurry
on the under layer @2kg. / per sqm. top layer
15 mm cement plaster in proportion 1: ½ : 2
(Birla white cement : ½ coarse sand : 2 stone
chipping 10mm nominal size) in panels with
grooves all around as per approved pattern
including scrubbing and washing the top layer
with brushes and water to expose the stone
chipping, including, scaffolding, curing etc.
complete.
Sqm 810.00 262.00
Spec.No.: As directed by Engineer- in-charge.
18 Providing and applying spray plaster in C.M.
1:3 made with finely graded sand in two coat,
each of 2 mm thick using putty- knife or trowel
to newly plastered or fairly even surface after
minimum 30 days gap in all position including
finishing the surface using `0' number sand
paper or fine emery paper and bringing to
required level and surface by moving paper in
round circle rubbing dust and cleaning the
surface with dry cloth and scaffolding including
all material and labour etc. complete.
Sq.m. 201.00 56.00
Spec.No.: As directed by Engineer- in-charge.
19 Providing groove to required size at specified
location as directed by Engineer, at junction of
brick masonry wall and R.C.C beams or
Column, at junction of composite masonry,
including scaffolding, finishing, curing etc.
complete.
Rmt. 7.00 7.00
Spec.No. : As directed by Engineer- in-charge
49
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
20 Providing patta on concrete/ plastered surface
12 mm to 15 mm thick in C.M.1:3 in line, level,
including drip mould if necessary, scaffolding,
finishing, curing etc. complete.
a) 50 mm wide Rmt. 28.00 18.00
b) 100 mm wide Rmt. 36.00 24.00
c) 150 mm wide Rmt. 43.00 29.00
Spec.No. : As directed by Engineer- in-charge.
21 Providing and fixing chicken mesh of 22
gauge, with about 30 cm. width at the junction
of R.C.C members and brick work, of
approved quality including fixing mesh in
position by necessary drilling in concrete
or/B.B.masonry and or tying by binding wire
etc. complete.
Rmt. 52.00 13.00
Spec.No. : As directed by Engineer- in-charge.
22 Providing cement paste 2.50 cm on either
side of edges of plaster for doors &
windows including scaffolding ,finishing,
curing etc. complete.
Rmt 14.00 10.00
Spec.No. : As directed by Engineer- in-charge.
23 Providing and fixing glass fiber mesh Alkali
resistance, 50 gsm, 10 x 10 about 30 cm.
width at the junction of R.C.C members and
brick work, of approved quality including
applying bond coat of acrylic polymer &
cement by brush in 1:1 proportation, fixing
mesh over it, tying by nails & binding wire etc.
complete.
Rmt. 55.00
Spec.No. : As directed by Engineer- in-charge.
50
``
51
Specifications for Stone Grit Wash Plaster
1) The base plaster shall be 8 to 12 mm thick in c.m. 1 : 4 in gray cement
and should be sufficiently rough and combed by wire brush or nail comb, freed from all dust, dirt, grease, oil etc. for proper bonding.
2) The base plaster should be cured for 3 to 4 days before applying the
Grit Wash Plaster. 3) A homogeneous mix of white cement, coarse sand and 10 mm nominal
size stone chippings of approved colour in proportion 1 : ½ : 2 be prepared.
4) Water proofing compound be added to the mix @ 2 % by weight of
cement and be mixed homogeneously and mix then be applied on a prepared base surface with a float applying gentle pressure. White cement slurry shall be applied @ 2 kg/sqm. On base coat before applying a stone grit wash plaster.
5) After the initial setting of about 1 to 2 hours the surface of stone Grit
plaster surface be scrubbed and washed out gently with a nylon brush and water. The cement on the surface of stone chips be washed away exposing the aggregates.
6) The plastered surface shall be cured for 14 days. Specification for Stone Crete plaster. 1) The base plaster shall be 8 to 12 mm thick in cm. 1:4, in gray cement
and should be sufficient rough and combed by wire brush or a nail comb, freed from all dust, dirt, grease oil etc. for proper bonding.
2) The base plaster should be cured for 3 to 4 days before applying a
Stonecrete plaster. 3) A dry homogeneous mix of white cement and marble powder in
proportion 1:1 be prepared. 4) Synthetic inorganic pigments be added to the above mix & be mixed
homogeneously in order to get the desired shade. 5) Water proofing compound be added to the above mix @ 2 % by weight
of white cement. 6) 1 part of marble chips (zero no. - passing through 2.36 mm & retained
on 600 mic. I.S. Sieve) or quartz sand be added to 1 part of above mix and be mixed homogeneously.
``
52
7) The above mix be prepared in dry condition and potable water be added to the dry mix in such a quantity as to get a mortar having stiff consistancy and this mortar be applied on the prepared base surface. White cement slurry be applied @ 2 kg/sqm. On base coat before applying a stonecrete plaster.
8) After initial setting of 1 to 2 hours the grooves can be cut as per the
required size and design of the panel with a sharp steel strip. 9) After 2 to 3 days of curing, the Ashlar Stone Finish can be obtained by
chiseling the surface with a chisel and a hammer. 10) If desired, an uneven pattern can be obtained on the plaster surface by
hammering with the help of rough rubber sheet just after the groove cutting.
11) The surface shall be curved again for 2 - 3 days. 12) The surface be cleaned by wire brush and wash out all dust, dirt etc. for
good texture. 13) After complete drying, apply Silicone coating or water repellent with the
help of a brush or a spray.
Completed Labour
1 Providing and laying hand cut polished kota
stone Flooring 20 mm to 25 mm thick plain
pattern on a bed of C.M. 1:6 including cement
float, filling joints with neat cement slurry,
curing rubbing, polishing and cleaning
complete
Sq.m. 764.00 112.00
Spec.No.: Bd.M.3/Page No.380
2
BDM
3B
Providing and laying hand cut polished kota
stone Flooring 20 mm to 25 mm thick
diamond pattern on a bed of C.M. 1:6
including cement float, filling joints with neat
cement slurry, curing rubbing, polishing and
cleaning complete
Sq.m. 814.00 124.00
Spec.No.: Bd.M.3/Page No.380
3
BDM
5B
Providing and fixing in required position
skirting or dado of polished Kota stone
slabs 20 mm to 25 mm thick and required
width after making the wall portion to required
level with C.M.1:4 and fixing tiles with ready
made adhesive including cement float, filling
joints with cement slurry, curing rubbing,
polishing and cleaning complete.
Sq.m. 845.00 133.00
Spec.No.: Bd.M.5/Page No.381
4
BDM
7
Providing and laying cement concrete
flooring 40 mm thick with 1:2:4 cement
concrete laid to proper level and slope in
alternate bays, including compacting, PVC/
Glass/Aluminum strips at joints, marking lines
to give appearance of tiles of 30 cm x 30 cm
or other size laid diagonally/square etc.
finishing smooth(with extra cement) in any
colour as directed and curing complete.
Sq.m. 219.00 90.00
Spec.No. : Bd. M. 7/Page No. 383
BD - M : PAVING, FLOORING AND DADO
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
53
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
5
BDM
6A
Providing and laying cement concrete
flooring 50 mm thick with 1:2:4 cement
concrete laid to proper level and slope in
alternate bays, including compacting, PVC/
Glass/Aluminum strips at joints, marking lines
to give appearance of tiles of 30 cm x 30 cm
or other size laid diagonally/square etc.
finishing smooth (with extra cement) in any
colour as directed and curing complete.
Sq.m. 268.00 90.00
a) With Iron filings and flakes in flooring Sq.m. 278.00 99.00
Spec.No.: Bd.M.6/Page No.381
6
BDM
8
Providing and laying flooring of plain cement
tiles of size 25cm x 25 cm and 20 mm thick
on bed of 1:6 cement mortar including neat
cement float, joints with neat cement slurry,
curing, polishing and cleaning without
border/with border /with pattern cement tiles of
gray colour.
Sq.m. 328.00 82.00
Spec.No.:Bd.M.8/Page No.383
7
BDM
9
Providing and fixing plain cement tiles of size
25 cm x 25 cm and 20 mm thick for dado and
skirting in required position after making the
wall portion to required level with C.M.1:4 and
fixing tiles with ready made adhesive including
filling joints with neat cement slurry, curing,
rubbing, polishing and cleaning complete.
Sq.m. 363.00 94.00
Spec.No.: Bd.M.9/Page No.383
8
BDM
10
Providing and laying plain coloured cement
tiles of size 25 cm x 25 cm and 20mm thick
approved shade of blue/green/red colour/
other than these colours for flooring in
required position on a bed of C.M. 1:6
including neat cement float, filling joints with
neat cement slurry mixed with approved shade
of pigment to match the colour of tiles, curing
and machine polishing complete without
border/with border and/or a pattern of
coloured tiles.
Sq.m. 338.00 82.00
Spec.No.: Bd.M.10/Page No.384
54
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
9
BDM
11
Providing and fixing plain coloured cement
tiles of approved shade of blue/green/red
coloured/other than these colours for dado
and skirting in required position on plaster
after making the wall portion to required level
with C.M.1:4 and fixing tiles with ready made
adhesive including filling joints with neat
cement slurry mixed with approved shade of
pigment to match the colour of tiles, curing,
rubbing and polishing complete.
Sq.m. 373.00 94.00
Spec.No.: Bd.M.11/Page No.384
10
BDM
12A
Providing and laying coloured glazed tiles of
all sizes and minimum thickness of 5 to 6
mm for flooring in required position laid on
bed of C.M.1:6 including neat cement float
(including all specials required like round
edge tiles, corner cups etc.) filling joints with
neat white cement slurry curing and cleaning
complete.
Sq.m. 745.00 120.00
Spec.No.: Bd.M.12/Page No.385
11
BDM
13A
Providing and fixing coloured glazed tiles of
all sizes and minimum thickness of 5 to 6
mm for dado and skirting in required
positions after making the wall portion to
required level with C.M.1:4 and fixing tiles with
ready made adhesive excluding all specials
required like round corner tiles, angles,
cups etc. filling joints with white cement
slurry, cleaning, curing complete.
Sq.m. 781.00 145.00
Spec.No.: Bd.M.13/Page No.38
12
BDM
44
Providing and Laying ceramic tiles of
approved quality , required size and 5 to 6 mm
thickness for flooring in required position laid
on bed of C.M.1:4 including cement float,
filling joint with white / colour cement slurry,
cleaning, curing, complete.
Sq.m. 926.00 254.00
Spec.No.: As directed by Engineer- in-charge.
55
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
13
BDM
44
Providing and Laying jointless ceramic tiles
of approved quality , required size and 5 to 6
mm thickness for flooring in required
position laid on bed of C.M.1:4 including
cement float, filling joint with white / colour
cement slurry, cleaning, curing, complete.
A) Ceramic tiles of size 300 x 300 mm Sq.m. 813.00 254.00
B) Ceramic tiles of size 400 x 400 mm Sq.m. 910.00 254.00
Spec.No.: As directed by Engineer- in-charge.
14
BDM
45A
Providing and fixing ceramic tiles of approved
quality , required size and 5 to 6 mm thickness
for dado and skirting in required position
with ready made adhesive mortar of approved
quality in required position after making the
wall portion in level in plaster of C.M. 1:4
including joint filling with white/colour cement
slurry cleaning curing complete.
Sq.m. 963.00 288.00
Spec.No.: As directed by Engineer- in-charge.
15
BDM
45A
Providing and fixing jointless ceramic tiles of
approved quality , required size and thickness
for dado and skirting in required position
with ready made adhesive mortar of approved
quality in required position after making the
wall portion in level in plaster of C.M. 1:4
including joint filling with white/colour cement
slurry cleaning curing complete.
A) ceramic tiles of size 300 x 300 mm Sq.m. 856.00 288.00
B) ceramic tiles of size 400 x 400 mm Sq.m. 952.00 288.00
Spec.No.: As directed by Engineer- in-charge.
56
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
16
BDM
16
Providing and laying marble slabs or
equivalent of size 60 cm x 45 cm and 15 to
18 mm thick of approved quality vein and
colour with machine polished surface for
flooring in required pattern on bed of C.M. 1:6
including neat white/ coloured slurry, curing
polishing, cleaning complete.
Spec.No.: Bd.M.16/Page No.387
a) White makrana marble Sq.m. 2521.00 327.00
b) Marble other than white makrana
marble
Sq.m. 1927.00 327.00
17
BDM
17
Providing and fixing marble slabs or
equivalent of size 60 cm x 45 cm and 15 to
18 mm thick of approved quality vein and
colour with machine polished surface for dado
and skirting after making the required portion
in level, in cement plaster 1:4 and fixing the
slabs with ready made adhesive including
filling joints with neat approved coloured
slurry, curing polishing, cleaning complete.
Spec.No.: Bd.M.17/Page No.387
a) White makrana marble Sq.m. 2558.00 345.00
b) Marble other than white makrana
marble
Sq.m. 1965.00 345.00
18 Providing and fixing granite of best quality of
approved colour and feature 15 to 18 mm
thick in required position with ready made
adhesive mortar of approved quality including
joint filling with coloured cement slurry
cleaning, curing etc. complete . (Prior
permission of S.E. is to be obtained before
inclusion of this item in the estimate)
a) For flooring Sq.m. 3189.00 327.00
b) For dado and skirting Sq.m. 3226.00 345.00
Spec.No.: As directed by Engineer- in-charge
57
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
19 Providing and fixing in position Partition of
polished Kaddappa / Marble / Granite stone
of required thickness ,including making
groove in wall / concrete surface filling joints
with slurry, curing, polishing, rounding edges,
as required cleaning etc. complete.
A ) One Side Polished
a) Kadappa Partition 25 mm to 30 mm thickSq.m. 626.00 205.00
b) Marble(other than makrana) Partition 15 to 18
mm thick
Sq.m. 2044.00 205.00
c) Granite Partition 15 to 18 mm thick Sq.m. 3055.00 220.00
B ) Both Side Polished
a) Kadappa Partition 25 mm to 30 mm thickSq.m. 781.00 306.00
b) Marble(other than makrana) Partition 15 to 18
mm thick
Sq.m. 2199.00 301.00
c) Granite Partition 15 to 18 mm thick Sq.m. 3209.00 316.00
Spec.No.: As directed by Engineer- in-charge.
20 Providing and fixing P.V.C./ Synthetic tiles
with ready made adhesive including cleaning
surface before laying, etc. complete.
Sq.m. 455.00 129.00
Spec.No.: As directed by Engineer- in-charge
21
BDM
22B
Providing and laying polished Kota Stone
slabs 20mm to 25 mm thick for treads and
risers of steps and staircases, with rounded
nosing and groove at edge for the treads, on a
bed of C.M. 1:4 including cement float filling
joints with neat cement slurry, curing, polishing
and cleaning complete.
Sq.m. 871.00 194.00
Spec.No.: Bd.M.22/Page No.390
58
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
22
BDM
23
Providing and laying plain cement tiles for
treads and risers of steps and staircases
with nosing of treads moulded as per
drawings or as directed on a bed of C.M. 1:4
including cement float filling joints with neat
cement slurry, curing, polishing and cleaning
complete.
Sq.m. 400.00 120.00
Spec.No.: Bd.M.23/Page No.390
23
BDM
24
Providing and laying plain coloured cement
tiles of approved shade of blue/green/red
colour or other than these colour for treads
and risers of steps and staircases with
nosing of the treads molded as per drawings
or as directed, on a bed of C.M. 1:4 including
cement float, filling joints with neat coloured
cement slurry to match the colour of the tiles,
curing, polishing and cleaning complete.
Sq.m. 416.00 120.00
Spec.No.: Bd.M.24/Page No. 390
24
BDM
26
Providing and laying marble slabs or
equivalent 15 to 18 mm thick of approved
quality, vein and colour with machine polished
surface, for steps of stair cases on a bed of
C.M. 1:4 including rounded nosing for the
treads neat cement float, filling joints with
coloured cement slurry to match the colour of
slabs, curing, polishing, cleaning complete.
a) Marble other than white makrana marble Sq.m. 2069.00 405.00
Spec.No.: Bd.M.26/Page No.391
25
BDM
29B
Providing sills of polished Kota stone 20mm
to 25mm thick, on a bed of cement mortar 1:4
including cement float, filling joints with slurry,
curing, polishing, rounding edges, cleaning
complete.
Sq.m. 785.00 128.00
Spec.No.: Bd.M.29/Page No.391
59
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
26
BDM
29C
Providing sills of polished Kaddappa stone
20mm to 25mm thick, on a bed of cement
mortar 1:4 including cement float, filling joints
with slurry, curing, polishing, rounding edges,
cleaning complete.
Sq.m. 598.00 126.00
Spec.No.: Bd.M.29/Page No.391
b) Marble other than white makrana
marble
Sq.m. 1989.00 356.00
c) Granite Sq.m. 3273.00 368.00
Spec.No.: Bd.M.31/Page No.392
27
BDM
33A
Providing and laying 25 mm. thick precast
polished chequered cement tiles for treads
of size 20 cm. x 32 cm. and 20 mm. Thick
plain cement tiles for risers of steps and
staircase with nosing of treads moulded as per
drawing or as directed on a bed of 1:4 cement
mortar in required positions including cement
float filling joints with neat cement slurry,
curing, polishing and cleaning complete.
Sq.M. 383.00 118.00
Spec. No. Bd.M.33(a) Page No. 392
28
BDM
33A
Providing and laying 25mm thick precast
polished chequered cement tiles 25 cm x
25 cm x 20 mm thick of approved colour and
pattern with white and coloured marble chips
upto maximum size 6mm for flooring in
required position set on bed of C.M. 1:6
including neat cement float, filling joints with
neat coloured cement slurry, curing polishing
and rubbing complete.
Sq.M. 360.00 120.00
Spec. No. Bd.M.33(a) Page No. 392
60
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
29 Providing and laying granite of best quality
16 to 20 mm thick for treads and risers of
steps and staircases, with rounded nosing
and groove at edge for the treads on a bed of
C.M. 1:4 including cement float filling joints
with net cement slurry, curing, polishing, and
cleaning complete
Spec. No. As directed by Engineer in charge.
Sq.m 3379.00 189.00
30
BDM
33B
Providing and laying 25 mm. Thick precast
polished chequered coloured cement tiles
and pattern for treads of size 20 cm. x 32cm.
And 20 mm. Thick plain cement tiles for
risers of steps and staircase with nosing of
treads moulded as per drawing or as directed
on a bed of 1:4 cement mortar in required
positions including neat cement float filling
joints with neat cement slurry mixed with
approved shades of pigment to match the
colour of the tiles, curing, polishing and
cleaning complete.
Sq.m. 351.00 118.00
Spec. No. : Bd.M.33(b) Page No. 392
31
BDM
33B
Providing and laying 25mm thick precast
polished chequered coloured cement tiles
25 cm x 25 cm x 20 mm thick of approved
colour and pattern with white and coloured
marble chips upto maximum size 6mm for
flooring in required position set on bed of
C.M. 1:6 including neat cement float, filling
joints with neat coloured cement slurry, curing
polishing and rubbing complete.
Sq.m. 370.00 120.00
Spec. No. : Bd.M.33(b) Page No. 392
32
BDM
36
Providing 15 cm thick murum flooring
including watering, ramming, finishing smooth
and applying two coats of cow dung wash
complete.
Sq.m. 48.00 17.00
Spec.No.: Bd.M.36(B)/Page No.394
61
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
33
BDM
43
Providing and fixing black Kadappa stone
steps, 25 mm thick machine polished, cutting
rounding corners, groove on edges laying in
position jointing with neat cement slurry on
cement mortar bedding in cement mortar 1:4
proportion curing etc. complete.
Sq.m 625.00 121.00
Spec.No.: Bd.M.22/Page No.390
34
BDM
49
Providing BRICK-ON-EDGE paving with IInd
class I.S./conventional type burnt bricks in
cement mortar 1:4 including sand cushion, flat
brick bedding, pointing with cement mortar 1:3
and curing complete.
Sq.m. 412.00 118.00
a) ------ do ------- Fly Ash Brick paving Sq.m. 380.00 118.00
Spec.No.: Bd.M.40/Page No. 396
35 Providing Mirror Polish to New/old Marble
/Kota / granite stone flooring /dado by
polishing machine using superior polishing
stone of 0 to 6 no.of Suri Company and
equivalent and applying superior quality of
polishing material including necessary labour
and cleaning the srface etc. complete.
Sq.m. 139.00 96.00
Note:-item to be executed with the prior
permission from Superintending Engineer.
36 Providing and Laying vetrified tiles of double
charged of approved make and quality of
required size and thickness for flooring in
required position laid on bed of C.M.1:4
including cement float, filling joint with white /
colour cement slurry, cleaning, curing,
complete.
Spec.No.: As directed by Engineer- in-charge.
a) 600 mm x 600 mm. size Sq.m. 1284.00 304.00
b) 1000 mm x 1000 mm. size Sq.m. 1626.00 304.00
62
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
37 Providing and fixing vetrified tiles of double
charged approved make and quality of
required size for dado and skirting in
required position with ready made adhesive
mortar of approved quality in required position
after making the wall portion in level in plaster
of C.M. 1:4 including joint filling with
white/colour cement slurry cleaning curing
complete.
Spec.No.: As directed by Engineer- in-charge.
a) 600 mm x 600 mm. size Sq.m. 1330.00 293.00
b) 1000 mm x 1000 mm. size Sq.m. 1677.00 329.00
38 Providing and fixing in position Shelves of
polished Kaddappa / Marble / Granite stone
of required thickness ,including making
groove in wall / concrete surface filling joints
with slurry, curing, polishing, rounding edges,
as required cleaning etc. complete.
a) Kadappa shelves 25 mm to 30 mm thick Sq.m. 626.00 207.00
b) Marble other than white marble
shelves 15 to 18 mm thick
Sq.m. 2044.00 207.00
c) Granite shelves 15 to 18 mm thicksqm. 3071.00 207.00
Spec.No.: As directed by Engineer- in-charge.
39 Providing moulding to granite / Marble / Kota
stone including polishing, rounding edges, as
required cleaning etc. complete.
a) Half moulding Rmt. 64.00 45.00
b) Fullmoulding Rmt. 96.00 68.00
Spec.No.: As directed by Engineer- in-charge.
63
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
40 Providing and fixing Exterior grade fabricated
fiber reinforced heavy duty cement concrete
tiles of approved colour and design, 22 ± 2
mm thick, Bayer colour pigmented as per
IS:1237-1980 reaffirmed in 2006, having
compressive strength more than 500 kg/cm2
like Ultra tiles or equivalent, in
plain/designed pattern on a bed of 1:6 cement
mortor including cement float, filling joints with
neat cement slurry, curing etc. complete
a) For flooring Sq.m. 883.00 179.00
b) For dado and skirting Sq.m. 910.00 192.00
c) For steps Sq.m. 926.00 192.00
Spec.No.: As directed by Engineer- in-charge.
41 Providing and fixing 60mm thick factory made
Hydraulically pressed Mechanically vibrated
and compacted precast inter locking cement
concrete paving blocks in M-40 grade of
approved size and shape as specified 50 mm in
gray cement and top surface 10 mm in white
cement with coloured pigment including cost of all
materials, manufacturing, curing, transportation of
blocks to work site including loading, unloading
and stacking as directed, laying paving blocks in
position over prepared bed of sand of 50 mm
thickness including necessary excavation in all
stratas, spreading blindge of fine sand over the
prepared bed, compacting blocks by plate vibrator
etc. complete. (Prior permission of Chief
Engineer in writing is necessary before
execution of item of paving block as per
Govt.Resolution No. CAT- 10/11/ case no.
360/Building, Mantralaya Mumbai, Dated
09/12/2011. )
Sq.m. 963.00 398.00
Spec. No. : As directed by Engineer-in-charge.
64
Completed Labour
1
BDN
11A
Providing and applying boiled linseed oil in
one coat including knotting, preparing the
surface, scaffolding etc. complete as directed.
Sq.M. 15.00 9.00
Spec. No.:Bd.N.1.1/Page No.399
2
BDN
11 B
Providing and applying boiled linseed oil in
two coats to the new wood work including
knotting, preparing the surface, scaffolding
etc. complete as directed.
Sq.M. 22.00 11.00
Spec. No.: Bd.N.1.1/Page No 399
3
BDN
12 B
Providing and applying Wax polishing to the
old wood work including knotting, preparing
the surface, scaffolding etc. complete as
directed.
Sq.M. 20.00 12.00
Spec. No.: Bd.N.1.2/Page No.399
4
BDN
13A
Providing and applying french polishing for
required finish on wood previously
polished surface including knotting, preparing
the surface, scaffolding etc. complete as
directed.
Sq.M. 44.00 21.00
Spec. No.: Bd.N.1.3/Page No.399
5
BDN
14A
Providing and applying varnish in one coat
on previously varnished wood work
including knotting, preparing the
surface,scrapping, scaffolding etc. complete.
Sq.M. 19.00 11.00
Spec. No.: Bd.N.1.4/Page No.400
6
BDN
16A
Providing and applying coal tar in one coat
on previously painted wood including
preparing the surface, scaffolding etc.
complete.
Sq.M. 13.00 6.00
Spec.No.: Bd.N.1.6/Page No.400
BD - N : WOOD FINISH
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
65
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
7
BDN
16B
Providing and applying coal tar in two coats
on new wood work including preparing the
surface, scaffolding etc. complete.
Sq.M. 21.00 10.00
Spec.No.: Bd.N.1.6/Page No.400
8
BDR
20
Providing and applying two coats of bitumen
to roof on new dungree cloth, one coat on
each side etc. complete as directed.
Sq.M. 47.00 18.00
Spec.No. : As directed by Engineer- in-charge.
9
BDR
21
Providing and applying one coats of bitumen
to roof (without cloth) including scaffolding
etc. complete as directed.
Sq.M. 20.00 15.00
Spec.No.: As directed by Engineer- in-charge
10 Providing and applying Melamine polish of
required glossy / mat finish to wood work by
spray machine including knotting and
preparing the surface by scrapping, applying,
polishing, scaffolding, if required etc.
complete.
a)On New Surface Sq.M. 229.00 99.00
b)For previously polished Surface Sq.M. 102.00 39.00
Spec.No. : As directed by Engineer- in-charge.
66
Completed Labour
1
BDO
1
Providing and applying two coats of
lead/zinc base oil paint of approved colour
and shade to new wood work and fibre
boards including preparing the surface,
knotting, scaffolding if necessary, including
primer coat complete. (Sample and brand is
to be got approved from Ex.Engineer
before use)
Sq.m. 47.00 18.00
Spec.No.: Bd.O.1/Page No.403
2
BDO
1A
Providing and applying three coats of
lead/zinc base oil paint of approved colour
and shade to new wood work and fibre
boards including preparing the surface,
knotting, scaffolding if necessary including
primer coat complete. (Sample and brand is
to be got approved from Ex.Engineer
before use)
Sq.m. 58.00 22.00
Spec.No.: Bd.O.1/Page No.403
3
BDO
2
Providing and applying one coat of lead/zinc
base oil paint of approved colour and shade
to old wood work previously painted and
fibre boards including preparing the surface,
if necessary scaffolding, including primer coat
complete. (Sample and brand is to be got
approved from Ex. Engineer before use)
Sq.m. 26.00 11.00
Spec.No.: Bd.O.2/Page No.404
BD - O : OIL PAINTING
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
67
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
4
BDO
2A
Providing and applying two coats of
lead/zinc base oil paint of approved colour
and shade to old wood work and fibre
boards previously painted including preparing
the surface, if necessary scaffolding, including
primer coat complete. (Sample and brand is
to be got approved from Ex.Engineer
before use)
Sq.m. 38.00 18.00
Spec.No.: Bd.O.2/Page No.404
5
BDO
2B
Providing and applying three coats of lead /
zinc base of oil paint of approved colour and
shade on old wood work previously painted
and fibre boards, including preparing the
surface, if necessary scaffolding including
primer coat etc. complete.(Sample and brand
is to be got approved from Ex. Engineer
before use)
Sq.m. 48.00 26.00
Spec.No.: Bd.O.2/Page No.404
6
BDO
3
Providing and applying two coats of lead /
zinc base oilpaint of approved colour to new
structural steel work and iron work in
buildings including scaffolding if necessary,
cleaning and preparing the surface including
primer coat etc. complete. (Sample and
brand is to be got approved from Ex.
Engineer before use)
Sq.m. 45.00 18.00
Spec.No.: Bd.O.3/Page No.404
7
BDO
3A
Providing and applying three coats of
lead/zinc base oil paint of approved colour
to new structural steel work and iron work
in buildings, including scaffolding, if
necessary cleaning and preparing the surface
excluding primer coat complete. (Sample and
brand is to be got approved from Ex.
Engineer before use)
Sq.m. 55.00 26.00
Spec.No.: Bd.O.3/Page No.404
68
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
8
BDO
4
Providing and applying one coat of
aluminum paint of approved make to new
structural steel work in building and
workshop including, scaffolding if necessary,
cleaning and preparing surface including
primer coat complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 52.00 11.00
Spec.No.: Bd.O.4/Page No.405
9
BDO
4A
Providing and applying two coats of
aluminum paint of approved make to new
structural steel work in building and
workshops including scaffolding if necessary,
cleaning and preparing the surface including
primer coat complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 66.00 18.00
Spec.No.: Bd.O.4/Page No.405
10
BDO
4B
Providing and applying three coats of
aluminum paint of approved make to new
structural steel work in buildings and
workshops including scaffolding if necessary,
cleaning and preparing the surface including
primer coat complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 77.00 24.00
Spec.No.: Bd.O.4/Page No.405
69
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
11
BDO
5
Providing and applying two coats of
synthetic enamel paint of approved colour to
new structural steel work and wood work
in buildings, including scaffolding if
necessary, cleaning and preparing the surface
including primer coat complete. (Sample and
brand is to be got approved from Ex.
Engineer before use)
Sq.m. 59.00 18.00
Spec.No.: Bd.O.5/Page No.405
12 Providing and applying two coats of
synthetic enamel paint of approved colour to
old structural steel work and wood work in
buildings including scaffolding if necessary,
cleaning and preparing the surface including
primer coat complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 50.00 21.00
Spec.No. : As directed by Engineer- in-charge.
13
BDO
5A
Providing and applying three coats of
synthetic enamel paint of approved colour to
new and old structural steel work and
wood work in buildings, including
scaffolding if necessary, cleaning and
preparing the surface (including primer coat)
complete. (Sample and brand is to be got
approved from Ex. Engineer before use)
Sq.m. 74.00 24.00
Spec.No.: Bd.O.5/Page No.405
14
BDO
6
Providing and applying one coat of flat oil
paint of approved colour to the old structural
steel work and iron work previously
painted in building including scaffolding, if
necessary, cleaning and preparing surface
including primer coat complete. (Sample and
brand is to be got approved from Ex.
Engineer before use)
Sq.m. 40.00 12.00
Spec.No.: Bd.O.6/Page No.406
70
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
15
BDO
6A
Providing and applying two coats of flat oil
paint of approved colour to the old structural
steel work and iron work previously
painted in building including scaffolding, if
necessary, cleaning and preparing the surface
including primer coat complete. (Sample and
brand is to be got approved from Ex.
Engineer before use)
Sq.m. 56.00 18.00
Spec.No.: Bd.O.6/Page No.406
16
BDO
6B
Providing and applying three coats of flat oil
paint of approved colour to the old structural
steel work and iron work previously
painted in building scaffolding, if necessary,
cleaning and preparing the surface including
primer coat complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 77.00 22.00
Spec.No.: Bd. O. 6/Page No. 406
17
BDO
7
Providing and applying one coat of flat oil
paint of approved colour and shade to
internal/External plastered surfaces
including scaffolding if necessary, cleaning
and preparing the surface including primer
coat complete. (Sample and brand is to be
got approved from Ex. Engineer before
use)
Sq.m. 38.00 11.00
Spec.No.: Bd.O.7/Page No.406
71
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
18
BDO
7A
Providing and applying two coats of flat oil
paint of approved colour and shade to
internal / External plastered new surfaces
including scaffolding if necessary, cleaning
and preparing the surface including primer
coat complete.(Sample and brand is to be
got approved from Ex.Engineer before use)
Sq.m. 58.00 15.00
Spec.No.: Bd.O.7/Page No.406
19
BDO
7A
Providing and applying two coats of flat oil
paint of approved colour and shade to
internal/External plastered old surfaces
including scaffolding if necessary, cleaning
and preparing the surface including primer
coat complete. (Sample and brand is to be
got approved from Ex. Engineer before
use)
Sq.m. 53.00 18.00
Spec.No.: As directed by Engineer- in-charge.
20
BDO
7B
Providing and applying three coats of flat oil
paint of approved colour and shade to
internal/ External plastered old/new
surfaces including scaffolding if necessary,
cleaning and preparing the surface including
primer coat complete. (Sample and brand is
to be got approved from Ex.Engineer
before use)
Sq.m. 74.00 22.00
Spec.No.: Bd.O.7/Page No.406
72
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
21
BDO
8
Providing and applying two coats of water
proof cement paint of approved manufacture
and of approved colour to new plastered
surfaces including scaffolding if necessary,
cleaning and preparing the surface, watering
for two days complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 39.00 17.00
Spec.No.: Bd.O.8/Page No.406
22 Providing and applying two coats of water
proof cement paint of approved manufacture
and of approved colour to old plastered
surfaces including scaffolding if necessary,
cleaning and preparing the surface, watering
for two days complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 38.00 16.00
Spec.No.: As directed by Engineer- in-charge.
23
BDO
8A
Providing and applying three coats of water
proof cement paint of approved manufacture
and of approved colour to new plastered
surfaces including scaffolding if necessary,
cleaning and preparing the surface, watering
for two days complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 50.00 21.00
Spec.No.: Bd.O.8/Page No.406
73
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
24
BDO
8A
Providing and applying three coats of water
proof cement paint of approved manufacture
and of approved colour to old plastered
surfaces including scaffolding if necessary,
cleaning and preparing the surface, watering
for two days complete. (Sample and brand is
to be got approved from Ex. Engineer
before use)
Sq.m. 49.00 21.00
Spec.No.: As directed by Engineer- in-charge.
25
BDO
8C
Providing and applying priming coat over
new wood and wood based surfaces,
including preparing the surfaces by thoroughly
cleaning oil, grease, dirt and other foreign
matter, sand papering and knotting,
scaffolding etc. complete. (Sample and brand
is to be got approved from Ex. Engineer
before use)
Sq.m. 23.00 9.00
Spec.No.: As directed by Engineer- in-charge.
26
BDO
8D
Providing and applying priming coat over
new steel and other metal surfaces
including preparing the surface by thoroughly
cleaning oil, grease, dirt and other foreign
matter and scoured with wire brushes, fine
steel wool, scrappers and sand paper,
scaffolding etc. complete. (Sample and brand
is to be got approved from Ex.Engineer
before use)
Sq.m. 17.00 9.00
Spec.No.: As directed by Engineer- in-charge.
74
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
27
BDO
8E
Providing and applying priming coat on
concrete/masonry/ Asbestos Cement
/plastered surfaces including scaffolding if
necessary, preparing the surface by
thoroughly cleaning oil, grease, dirt and other
foreign matter and sand papering as required.
(Sample and brand is to be got approved
from Ex. Engineer before use)
Sq.m. 23.00 10.00
Spec.No.: As directed by Engineer- in-charge.
28
BDO
8F
Providing and applying one coat of seal
cement primer of approved manufacture and
shade including scaffolding preparing the
surface by cleaning dirt and other foreign
matters, scrapping if necessary including
scaffolding etc. complete. (Sample and brand
is to be got approved from Ex. Engineer
before use)
Sq.m. 14.00 10.00
Spec.No. : As directed by Engineer-in-charge.
29 Providing and applying exterior emulsion
water based water proof cement paint of
approved colour and shade to exterior old/new
surface in two coats including scaffolding
preparing the surface to receive paint etc.
complete
Sqm 88.00 38.00
Spec.No. : As directed by Engineer- in-charge.
75
Completed Labour
1
BDP
7D
Providing and applying primer coat for wall
surface to receive oil bound distemper
treatment.
Sq.m. 12.00 5.00
Spec.No.: As directed by Engineer- in-charge.
2
BDP
1
Providing and applying whitewash in one
coat on old / new plastered or masonry
surfaces and asbestos cement sheets
including scaffolding and preparing the
surface by brushing and brooming down
complete.
Sq.m. 7.00 5.00
Spec.No.: Bd.P.1/Page No.411
3
BDP
1A
Providing and applying whitewash in two
coats on old / new plastered or masonry
surfaces and asbestos cement sheets
including scaffolding and preparing the
surface by brushing and brooming down
complete.
Sq.m. 10.00 6.00
Spec.No.: Bd.P.1/Page No.411
4
BDP
2
Providing and applying colourwash of
approved colour and shade in one coat to
new surface including scaffolding and
preparing the surface by brushing and
brooming down (including base coat of white
wash) etc. complete.
Sq.m. 10.00 5.00
Spec.No.: Bd.P.2/Page No.412
5
BDP
2A
Providing and applying colourwash of
approved colour and shade in two coats to
new surface including scaffolding and
preparing the surface by brushing and
brooming down (including base coat of white
wash) etc. complete.
Sq.m. 12.00 6.00
Spec.No.: Bd.P.2/Page No.412
BD - P : COLOUR/WHITE WASHING , DISTEMPERING
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
76
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
6
BDP
2B
Providing and applying colourwash of
approved colour and shade in three coats to
new surface including scaffolding and
preparing the surface by brushing and
brooming down (including base coat of white
wash) etc. complete.
Sq.m. 14.00 7.00
Spec.No.: Bd.P.2/Page No.412
7
BDP
3
Providing and applying colourwash of
approved colour and shade in one coat to old
surfaces which are to be recoloured including
scaffolding and preparing the surfaces by
brushing and brooming down (including base
coat of white wash) etc. complete.
Sq.m. 10.00 6.00
Spec.No.: Bd.P.3/Page No.412
8
BDP
3A
Providing and applying colourwash of
approved colour and shade in two coats to
old surfaces which are to be recoloured
including scaffolding preparing the surface by
brushing and brooming down (including base
coat of white wash) etc. complete.
Sq.m. 11.00 6.00
Spec.No.: Bd.P.3/Page No.412
9
BDP
3A
Providing and applying colourwash of
approved colour and shade in three coats to
old surfaces which are to be recoloured
including scaffolding, and preparing the
surface by brushing and brooming down
(including base coat of white wash) etc.
complete.
Sq.m. 12.00 7.00
Spec.No.: Bd.P.3/Page No.412
10
BDP
5
Providing and applying washable oil bound
distemper of approved colour and shade to
surfaces in one coat including scaffolding,
preparing the surfaces (excluding the primer
coat) complete.
a) For old surface Sq.m. 18.00 7.00
b) For New surface Sq.m. 20.00 7.00
Spec.No.: Bd.P.5/Page No.413
77
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR 2014-15
(In Rs.)
11
BDP
5A
Providing and applying washable oil bound
distemper of approved colour and shade to
surfaces in two coats including scaffolding,
preparing the surfaces (excluding the primer
coat) complete.
a) For old surface Sq.m. 28.00 10.00
b) For New surface Sq.m. 41.00 11.00
Spec.No.: Bd.P.5/Page No.413
12
BDP
6
Providing and applying plastic emulsion
paint of approved quality, colour and shade to
surfaces in two coats including scaffolding
and preparing the surfaces (including the
primer coat) complete.
a) For old surface Sq.m. 56.00 17.00
b) For New surface Sq.m. 80.00 17.00
Spec.No.: Bd.P.6/Page No.414
13
BDP
7E
Providing and applying washable Acrylic
emulsion paint of approved colour and shade to
surface in two coats including scaffolding,
preparing the surface to receive paint etc.
complete.
a) For old surface Sq.m. 70.00 18.00
b) For New surface Sq.m. 88.00 18.00
Spec.No.: As directed by Engineer- in-charge.
14
BDP
7B
Extra for washing and cleaning of decorated
wall surfaces with soap, soda and water.
Sq.m. 2.00 2.00
Spec.No.: As directed by Engineer- in-charge
15 Providing and applying putty to old / new
plastered surfaces in two coats to receive
approved paint in all positions including all
materials,labour scaffolding and curing etc.
complete.
Sqm 66.00 40.00
Spec.No. : As directed by Engineer- in-charge.
78
Completed Labour
1
BDQ
24A
Providing and fixing in position P.V.C. hand
rail of approved quality, make and shade
including M.S. plate of required size as
directed etc. complete. (50 mm size)
Rmt. 315.00 49.00
Spec.No.: As directed by Engineer- in-charge.
2 Providing and fixing double leaf steel shutter
with frame to wall cupboard of 18 gauge
M.S.sheet as per standard drawing including
oxidised fixtures and fastenings with locking
arrangment including G.I.Sheet shelves at
40 cm center to center including primer coat
and three coats of enamel paint of approved
colour and pattern finishing fixing in position
complete.
Sq.m. 1254.00 472.00
Spec.No.: As directed by Engineer- in-charge.
3 Providing and fixing double leaf steel shutter
with frame to wall cupboard of 18 gauge
M.S.sheet as per standard drawing including
oxidised fixtures and fastenings with locking
arrangement excluding shelves, including
primer coat and three coats of enamel paint of
approved colour and pattern, finishing fixing in
position complete.
Sq.m. 887.00 325.00
Spec.No.: As directed by Engineer- in-charge.
BD - Q : WOOD WORK
UNIT RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS
79
Completed Labour
UNIT RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS
4 Providing and fixing 12.5 mm. Thick
GYPSUM board (conforming be I.S.2093-
1982) panelling on plastered/unplastered
brick block/concrete walls, Gypboard screw
fixed with dry wall screw 25 mm. at 300 mm.
Centres to perimeter channels of size 27 mm.,
0.5 mm. thick having one flange of 20 mm.
and another flange of 30 mm. alongwith
ceiling sections of 0.55 mm. Thickness having
knurled wedge of 51.5 mm. and 2 flanges of
26 mm. at 610 mm.c/c. pads with Dab fixer
placed at appropriate distances at top and
bottom under the ceiling section including
good quality of approved sundry materials and
finishing smooth including filling and finishing
with jointing compound and paper tape and
two coats of primer etc. complete upto the
satisfaction of Engineer- in-charge. ( Prior
approval shall be obtained from S.E. before
inclusion of this item)
Sq.m. 694.00 336.00
5
BDQ
5
Providing and fixing country teak wood
common rafters, purlins and purlins cleats, hip
rafters, jack rafters, ridges, wall plates, post
plates and posts for roofing etc. including
scaffolding if necessary all iron work and one
coat of primer complete.
Cu.m. 88327.00 9850.00
Spec.No.: Bd.Q.5/Page No.423
6
BDQ
5A
Providing and fixing jungle wood common
rafters, purlins, and purlins cleats, hip rafters,
jack rafters, ridges, wall plates, post plates
and posts for roofing for weather shed etc.
including scaffolding if necessary, all iron work
painted with one coat of primer complete.
Cu.m. 39249.00 7482.00
Spec.No.: Bd.Q.5/Page No.423
Spec.No.: As directed by Engineer- in-charge.
80
Completed Labour
UNIT RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS
7
BDQ
22
Providing and fixing jungle wood ballies of
approved species 85 mm average dia. for
common rafters, purlins, ridges, hip and valley
rafters, jack rafters, wall plates, post plates,
posts etc. including all iron work scaffolding if
necessary and oiling in one coat complete.
Rmt. 97.00 17.00
Spec.No.: Bd.Q.22/Page No.434
8
BDQ
23
Providing and fixing 100 mm dia. Country
teak wood ballies for post truss of 6.00 m.
span as per drawing or as directed by
Engineer- in-charge including all iron work,
scaffolding if necessary and oiling complete.
Rmt. 144.00 21.00
Spec.No.:Bd.Q.22/Page No.434
9
BDQ
8
Providing and constructing superior indian
teak wood hand rail of 60 mm x 70 mm as
per detailed drawings or as directed by the
Engineer, including french polishing complete.
Rmt. 704.00 177.00
Spec.No.: Bd.Q.8/Page No.425
10
BDQ
24
Providing and fixing in position PVC hand rail
of approved quality, make and shade
excluding M.S. Plate as directed complete.
Rmt. 205.00 45.00
Spec.No.: As directed by Engineer- in-charge.
11
BDQ
13
Providing and fixing shelf of 25 mm thick
black board 30cm wide with C.T.W. Wood
brackets of 45 x 35 mm at 1.2m C/C without
filletes including primer coat complete.
Sq.m. 1209.00 394.00
Spec.No.: Bd.Q.13/Page No.428
12
BDQ
11
Providing and fixing 20 mm thick superior
veneer board pelmet box 150 to 200 mm
wide to doors or window frames including
20mm dia. Aluminium curtain rod with sockets
and finishing with french polishing (without
top) complete.
Sq.m. 1642.00 749.00
Spec.No.: As directed by Engineer- in-charge.
81
Completed Labour
UNIT RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS
13
BDQ
11A
Providing and fixing 20 mm thick Laminated
sheet board pelmet box 150 to 200mm wide
to doors or window frames including 20 mm
dia. Aluminium curtain rod with sockets and
finishing with french polishing (without top)
complete.
Sq.m. 2067.00 749.00
Spec.No.: As directed by Engineer- in-charge.
14 Providing and fixing single/double leaf PVC
shutter with frame to wall cupboard of
approved colour made out of extruded rigid
PVC hollow section DWUF-306 shutter frame
of size 33 mm x 47 mm having double wall
construction as vertical styles,and top,bottom
rail of required size and the panel in fill SPUF-
101 multichamber hollow plastic section of
size 20 mm x 200 mm joined each other by
tongue and groove interlocking system duly
inserted in shutter frame and all shutter
frames, lock rails, styles reinforced by
seasoned wood inserted inside for fixing of
hinges, aldrops and other required fixtures etc.
all corners should be machine cut, joined
each other by metal screw after inserting rigid
"L" bracket PVC reinforcement of size 125 mm
x 200 mm including synthetic metal fixtures
and fastenings, remaking damaged surface
etc. complete.
Sq.m. 1731.00 245.00
Spec.No.: As directed by Engineer- in-charge.
82
Completed Labour
UNIT RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS
15 Providing and fixing shutter to wall
cupboards in two leaves as per detailed
drawing including outer frame in C.T.W. of
size 75 x 25 mm, shutter frame C.T.W. 50 mm
x 25 mm and panels of one side laminated 12
mm thick plywood , shelves of 90 mm thick of
marine plywood supported on teak wood
battens of size 20 mm x 40 mm including
neccessary stainless mat finish curtain rod
and finishing with one coat of primer and two
coats of oil painting etc. complete.
Sq.m 2714.00 573.00
Spec.No.: As directed by Engineer- in-charge.
83
Completed Labour
1
BDR
5(a)
Providing and fixing corrugated galvanised
iron sheets for roofing with wind ties
including fastening with galvanised iron screw
and bolts and lead and bitumen washers as
per drawing complete.
a) For 22 B.W.G. Sq.m 785.00 71.00
b) For 20 B.W.G. Sq.m 877.00 71.00
Spec.No.: Bd.R.5/Page No.452
2
BDR
6
Providing and fixing G.I.Sheets over the
ridge, hip or valley for galvanised
corrugated iron sheet roofing including
fastening with galvanised iron screws and
bolts and lead and bitumen washers, including
filling gaps by C.M.1:3 etc.complete.
a) For 22 B.W.G. Rmt. 692.00 62.00
b) For 20 B.W.G. Rmt. 774.00 63.00
Spec.No.: Bd.R.6/Page No.452
3
BDR
7
Providing and fixing 6 mm thick Asbestos
Cement semi corrugated (Big size) sheet
roofing including galvanised iron J and L hook
bolts, galvanised iron and bituminous G.I.
washers, galvanised iron clamps and bolts
and nuts and scaffolding etc. complete.
Sq.m. 405.00 65.00
Spec.No.: Bd.R.7/Page No.453
4
BDR
8
Providing and fixing 6 mm thick Asbestos
Cement Semi Corrugated/ Trafford sheet
roofing including galvanised iron J and L hook
bolts, galvanised iron and bituminous
washers,galvanised iron clamps, bolts and
nuts and scaffolding etc. complete.
Sq.m. 405.00 65.00
Spec.No.: Bd.R.8/Page No.454
RATES FOR 2014-15
(In Rs.)
BD - R : ROOFING AND CEILING
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
84
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
5
BDR
9
Providing and fixing 6mm thick Asbestos
Cement ridge capping for roofing including
galvanised iron hooks, bolts, galvanised iron
and bituminous washers, galvanised iron
clamps, bolts and nuts including scaffolding
etc. complete.
Rmt. 292.00 57.00
Spec.No.: Bd.R.9/Page No.455
6
BDR
10
Providing and fixing valley gutter of plain
galvanised iron sheets 120 cm. wide with
brackets of 20 x 20 x 2.5 mm angles including
two coats of coal tarring the upper surface of
plank (excluding painting to under side of
plank) complete.
a) For 22 B.W.G. Rmt. 2115.00 135.00
b) For 20 B.W.G. Rmt. 2262.00 135.00
Spec.No.: Bd.R.10/Page No.455
7
BDR
10A
Providing and fixing valley gutter of plain
galvanised iron sheets 90 cm wide with 20 x
20 x 2.5 mm angles placed @ 90 cm C/C
including painting of angle, drilling holes
placing in position etc. (excluding painting to
under side of plank) complete.
Spec.No.: Bd.R.10/ Page No.455
a) For 22 B.W.G. Rmt. 1657.00 99.00
b) For 20 B.W.G. Rmt. 1711.00 99.00
8
BDR
14
Providing and fixing Asbestos cement cowl
ventilators in asbestos cement sheet
roofing at the required places, including all
accessories and scaffolding necessary
complete.
No. 66.00 15.00
Spec.No.: Bd.R.14/Page No.459
85
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
9
BDR
16
Providing and fixing false ceiling of plain
asbestos cement sheets 4mm thick with
country teak wood beading of 45 x 12 mm with
frame work of country teak wood battens of
size 70 x 60 mm at 1.20 m centre to centre
including scaffolding, if necessary, all iron
work and painting the visible surfaces of A.C.
sheet and beading with two coats of approved
oil paint complete. (excluding T.W. runner, to
be paid separately).
Sq.m. 929.00 104.00
Spec.No.: Bd.R.16/Page No.460
10
BDR
17
Providing and fixing false ceiling of T.W.
particle board half perforated sheet 12 mm
thick with frame work of country teak wood
battens of size 70 x 45 mm and 35 x 35 mm at
60 cm Centre to Centre including scaffolding,if
necessary, all iron work and painting the
visible surfaces of boards and beading with
two coats of approved paint etc. complete.
(excluding runner to be paid separately)
Sq.m. 1057.00 116.00
Spec.No.:Bd.R.17/Page No.461
11
BDR
18
Providing and fixing false ceiling of 15 to 20
mm thick decorative boards of fibrous
plaster of paris including scaffolding,if
necessary, frame work of countryteak wood
battens of 70 x 45 mm and 35 x 35 mm at 45
cm Centre to Centre without beading, all
architectural work like moulding, cornices,
eaves, domes, cups as per detailed drawings
and painting the visible surfaces with three
coats of approved oil paint and painting the
wood work with one coat of approved oil paint
complete. (Excluding runner and mild steel
suspenders)
Sq.m. 1026.00 134.00
Spec.No.: Bd.R.18/Page No. 461
86
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
12
BDR
19
Providing and fixing false ceiling of 12mm
thick acoustic boards of approved make,
with shapes and sizes as per drawings
including scaffolding, frame work of country
teak wood battens of size 70 x 45 mm and 35
x 35 mm at 60 cm centre to centre, all screws
and fastenings and finishing complete.
( runner to be paid separately).
Sq.m. 1404.00 134.00
Spec.No.: Bd.R.19/Page No.462
13
BDR
33
Providing and fixing skylight in R.C.C. roof
including M.S. frame with all accessories and
required fixtures and fastening fitting etc.
complete.
Sq.m. 1361.00 66.00
14
BDR
36
Providing and fixing asbestos cement (60cm
x 15cm x 23cm) valley gutters of approved
size and make including drop ends, stop ends
necessary fixtures and fastening the same as
per code of standard practise complete.
Rmt. 254.00 68.00
15
BDR
37
Providing and fixing valley gutters of 24
B.W.G. G.I. sheet 120cm with 20mm thick
country cut teak wood planking underneath
coal tarring etc. complete.
Rmt. 1559.00 134.00
16
BDR
38
Providing and fixing 12 mm dia. Mild steel
bar upto 0.5 M. length for anchor rods with
necessary threading nuts and bolts etc.
complete.
No. 70.00 27.00
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
87
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
17
BDR
39
Providing and fixing 16 mm dia. mild steel
bars upto 0.5 M. length for anchor rods with
necessary threading nuts and bolts etc.
complete.
No. 82.00 29.00
18
BDR
45
Supplying and fixing and laying in Grid
UNILOCK FALSE CEILING SYSTEM, size of
the Grid 610 mm x 610 mm of which main
runner shall be aluminium silver anodised 25
micron bulb "T" (U-202) of size 35 x 23.5 x 1.5
mm suspended at 1200 mm centre to centre
with 6 mm M.S.Hanger rod with ends
connected with G.I. clamps and adjustable
G.I.J. hooks, cross "T" shall be aluminium
silver anodised 5 micron (U-404) of size 23.5 x
23.5 x 1.5 mm fixed to wall with dash through
screws. The finished grid shall contain 9.5 mm
Gypsum board with coated ceiling tiles with
two coats of roller finish top coat complete.
(Prior permission of S.E to be obtained
before inclusion of item in estimate)
Sq.m. 1102.00 178.00
19 Providing and fixing 2mm thick fibre glass
reinforced plastic transparent sheet
matching with coloured asbestos profile /
G.I. profile roofing including galvanised "J"
and ‘T’ hooks, bolts galvanised iron and
bituminous washer, galvanised iron clamps
and bolts nuts and scaffolding complete.
a) White Sheet Sq.m. 585.00 81.00
b) Coloured Sheet Sq.m. 616.00 81.00
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
88
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
20 Providing and fixing suspended white/colour
decorative ceiling of gypsum board which
includes G.I. Perimeter channel ( MF6) of
size 0.40 mm thick ( having one flange of 20
mm and another flange of 30 mm and web of
27 mm) along with perimeter of ceiling, screw
fixed to brick wall / partition with the help of
nylon sleeves and screws at 610 mm centers.
Thereafter suspending G.I. intermediate
channel ( MF 7) 600 mm. C/C of size
45mm (0.9 mm thick with two flanges of 15
mm each) from the soffit at 450 mm centre
with connecting angle (ie ceiling angle) of
width 25mm x 10mm x 0.40mm thick fixed to
soffit with G.I.cleat and teel expansion
fasteners. Celling sections ( MF 5 ) of 0.55
mm thickness having knurled web of 51.5
mm and two flanges of 26 mm each with lips
of 10.5 mm are then fixed to the intermediate
channel with the help of connecting clip and in
direction perpendicular to the intermediate
channel at 450 mm centers. 12.5 mm edge
Gyp board tapered
Sq.m. 1081.00 439.00
(conforming to IS 2095 - 1982) is then screw
fixed to celling section with dry wall screws
at 230 mm centers. Screw fixing is to be done
mechanically with suitable attachment. The
boards are to be joined and finished so as to
have flush look which includes filling and
finishing the tappered & square edges of the
boards with jointing compound, joint paper
tape and appropriate suitable primer and three
coats of plastic acrylic paint. The item includes
for light fitting, grill diffuseres and cut out etc.
have to be made with frame of perimeter
channels of size 20mm x 30mm
x0.55mm.thick supported suitable and angle
bead is to be used at steps to get straight line
finish etc. complete.
Spec.No. : As directed by Engineer- in-charge
89
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
21 Providing and fixing and laying in grid unilock
false ceiling system size of grid 610 mm x
610 mm of which G.I. wall channel shall be of
size 0.5 mm thick 20 mm x 30 mm flanges and
web of 27 mm along the perimeter of wall
where ceiling meets the wall fixed to wall using
nylon sleeves and screw at 610 mm centres
suspended G.I. main runner size 45 x 0.9 mm
thick with 15 mm flanges from trusses at 900
mm centres using ceiling angle size 25 x 10 x
0.5 mm, nut bolt clip connected @ 300 mm
centres to the main runner or having strips of
G.I. of size that of runner for holding runner
and mesh etc. the G.I.ceiling sections having
size 51.5 mm and two flanges 26 mm each
with lips of 10.5 mm. The finished grid shall
contain 12 mm thick plain / decorative particle
boards fixed to the ceiling frame structure.
(Prior permission S.E. to be obtained
before inclusion of this item )
Sq.m. 1489.00 339.00
22
BDR
21
Providing & fixing of approved make PVC
false ceiling on M.S. Rectangular hollow
section 38mm x 25mm fixed to wall with PVC
roll plugs and duly main runner & intermediate
section of M.S.square tube 25mm x 25mm
duly coated with anti corrosive primer & ceiling
panel made out of rigid PVC multichamber
hollow section of size 6mm x 250mm. Joined
with concealed screws fixed on structure and
no frame elements is visible from outside
including suspenders and necessary
holes/cuts for light fixtures and remaking
damaged surface etc. (Prior permission of
S.E. to be obtained before inclusion of this
item in this estimate) complete.
Sq.m. 1836.00 224.00
Specification- as directed by Engineer-
incharge
Spec.No. : As directed by Engineer- in-charge
90
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
23
BDR
1
Providing and fixing Mangalore tiled roofing
with class "AA" tiles including securing the last
course of tiles near the eaves with steel flat 40
mm x 3 mm and 1.22 mm wire, fixing 50mm x
25mm horizontal teak wood battens and
iron works and oiling the battens complete.
(excluding ridge and hip tiles)
Sq.m. 360.00 50.00
Spec.No.: Bd.R.1/Page No. 449
24
BDR
2
Providing and fixing Mangalore tiled roofing
with class "AA" tiles including securing the last
course of tiles near the eaves with steel flat 40
mm x 3 mm and 1.22 mm wire, fixing country
teak wood sloping battens of 25 mm x 12
mm, teak wood horizontal battens of 50
mm x 25 mm over the sloping battens, all
iron works and coal tarring the battens
complete. (excluding ridge and hip tiles)
Sq.m. 371.00 54.00
Spec.No.: Bd.R.2/Page No. 450
25
BDR
3
Providing and fixing Mangalore tile ridge and
hip tiles of class "AA" including scaffolding if
necessary, pointing with coloured cement
mortar and curing complete.
Rmt. 104.00 33.00
Spec.No.: Bd.R.3/Page No. 450
26
BDR
11
Providing and fixing glass tiles of Mangalore
type at required places in Mangalore tile roof
including scaffolding necessary.
No. 458.00 27.00
Spec.No.: Bd.R.11/Page No. 456
27
BDR
31
Providing and fixing new Mangalore tiles with
"AA" class tiles including scaffolding complete.
Sq.m. 136.00 17.00
28
BDR
13
Providing and fixing Mangalore pattern cowl
ventilator tiles in the required places in a
Mangalore tiled roof including scaffolding
necessary.
No. 76.00 11.00
Spec.No.: Bd.R.13/Page No. 459
Spec.No.: As directed by Engineer- in-charge.
91
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
29
BDR
5
Providing and fixing corrugated galvanized
iron sheets for roofing without wind ties
including fastening with galvanized iron screw
and bolts and lead and bitumen washers as
per drawing complete.
a) For 20 B.W.G. Sq.m. 714.00 44.00
b) For 20 B.W.G. Sq.m. 785.00 44.00
Spec.No.: Bd.R.5/Page No. 452
30
BDR
29
Providing and fixing country teak wood
battens 50 mm x 25 mm for Mangalore tile
roof work with all iron work, scaffolding and
oiling the battens complete.
Rmt. 82.00 7.00
31
BDR
30
Providing and fixing country teak wood
battens 25 mm x 25 mm for Mangalore tile
roof work with all iron work, scaffolding and
oiling the battens complete.
Rmt. 46.00 5.00
32 Providing and fixing G.I. precoated
metacolour sheet of 0.50 mm thick and 930
profile for roof including roof bolt and
necessary fixing arrangements ( Prior
approval of Sample and brand by Ex.
Engineer is necessary before use)
Sqm 1341.00 85.00
33 Providing and fixing G.I. precoated
metacolour accesories of 0.50 mm thick and
600 mm wide for ridge / valley including roof
bolt and necessary fitting arrangements ( Prior
approval of Sample and brand by Ex.
Engineer is necessary before use)
Rmt. 1155.00 85.00
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-charge.
92
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
34 Providing and fixing false ceiling of 12 mm
thick of fibrous plaster of paris which
includes G.I. Perimeter channel ( MF6) of size
0.40 mm thick ( having one flange of 20 mm
and another flange of 30 mm and web of 27
mm) along with perimeter of ceiling, screw
fixed to brick wall , concrete surface, partition
with the help of nylon sleeves and screws at
610 mm centers. Thereafter suspending G.I.
intermediate channel ( MF 7) 600 mm. C/C of
size 45mm (0.9 mm thick with two flanges of
15 mm each) from the soffit at 450 mm centre
with connecting angle (ie ceiling angle) of
width 25mm x 10mm x 0.40mm thick fixed to
soffit with G.I.cleat and teel expansion
fasteners. Celling sections ( MF 5 ) of 0.55
mm thickness having knurled web of 51.5
mm and two flanges of 26 mm each with lips
of 10.5 mm are then fixed to the intermediate
channel with the help of connecting clip and in
direction perpendicular to the intermediate
channel at 450 mm centers. 12.5 mm
tapered edge is then screw
Sqm 612.00 173.00
fixed to celling section with dry wall screws
at 230 mm centers. Screw fixing is to be done
mechanically with suitable attachment. The
boards are to be joined and finished so as to
have flush look which includes filling and
finishing the tappered & square edges of the
boards with jointing compound, joint paper
tape and appropriate suitable primer and three
coats of oil bound distemper . The item
includes for light fitting, grill diffuseres and cut
out etc. have to be made with frame of
perimeter channels of size 20mm x 30mm x
0.55mm.thick supported suitable and angle
bead is to be used at steps to get straight line
finish etc. complete
Spec.No.: As directed by Engineer- in-charge.
93
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
35 Providing and fixing colour coated
Galvalume (A-Z) sheet having high
tensile(min 550 MPa in Yield strength) C.R.
steel base metal with hot dip alloy coating of
Alluminium and Zinc with 0.50 mm overall
sheet thickness for roofing with approved
profile and colour including fixing to purlins
with approved self tapping screws and
EPDM washers etc complete( Prior approval
of Sample and brand by Ex. Engineer is
necessary before use)
Sqm 1008.00 116.00
Spec.No.: As directed by Engineer- in-charge.
36 Providing and fixing colour coated Plain
Galvalume (A-Z) sheet 60 cm wide having
high tensile (min 550 MPa in Yield strength)
C.R. steel base metal with hot dip alloy
coating of Alluminium and Zinc with 0.50 mm
overall sheet thickness for ridge,hip or valley
or eaves board including fixing with
approved self tapping screws and EPDM
washers ,scaffolding etc complete( Prior
approval of Sample and brand by Ex.
Engineer is necessary before use)
Rmt. 567.00 92.00
Spec.No.: As directed by Engineer- in-charge.
37 Providing and fixing Turbo Ventilator of 600
mm throat diameter of Alluminium and of
approved make including fixing on
domemanufatured from same material used
for roofing,all necessary fittings etc complete (
Prior approval of Sample and brand by Ex.
Engineer is necessary before use)
No. 7500.00 549.00
Spec.No.: As directed by Engineer- in-charge.
94
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
38 Providing and fixing in position multiwalled
primalite (heat stoper) Poly-carbonate
sheet of approved coloured and shade of
polygal/ Lexan make or equivalent make,
sheet shall be as per manufacturer's
specifications such as it shall be solar grade
co-extruded to protect itself against yellowing
and surface wearing confirming to ASTM D-
1003 specifications, cutting, bending and
fixing in required piecesin radial direction
without overlaping along length with EPDM
rubber gasket, silicon sealent, self tapping
screws, labour, equipment, scaffolding and all
lead and lifts complete.
Sqm.
a) 10 mm thick Sqm. 3876.00 153.00
b) 8 mm thick Sqm. 3672.00 153.00
Spec.No.: As directed by Engineer- in-charge.
95
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
39a Sqm. 2130.00 2.00
Spec.No.: As directed by Engineer- in-charge.
Providing and erecting self supporting Proflex
roofing system for a godown of made up
structural grade steel of 914 millimeter width
(tolerace +/-2 millimeter), moulded at site
using mechanical press dies to the disireed
curve and shape to form 605 millimeter wide
interlocking panels. The interlocking panels
shall be pressed to close the seam forming
water tight joints for span of 15.00 meter
having arch rise as 3.00 meter and arch length
17.65 meter.The base material made up of
improrted galvolume steel complying to ASTM
A792 having base metal thickneess of 0.80
millimeter (tolerance + /-0.02 millimeter ) with
alloy coating AZ 150 and paint coating of
regular modified polyster, top coat 25 micron
and boottom coat 12 micronas per per
approved colour ,including fixing hangers,
clamps etc. as may be necessary of Proflex
standered, Including fixing sky light of 2
millimeter thick polycabonate sheet of size 2'
x 14' and turbo ventilator of 24" daimeter to be
installed at every 30 feet along the length of
roof including finishing, testing and cleaning
etc.complete.
96
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
39b Sqm. 2175.00 2.00
Spec.No.: As directed by Engineer- in-charge.
Providing and erecting self supporting Proflex
roofing system for a godown of made up
structural grade steel of 914 millimeter width
(tolerace +/-2 millimeter), moulded at site
using mechanical press dies to the disireed
curve and shape to form 605 millimeter wide
interlocking panels. The interlocking panels
shall be pressed to close the seam forming
water tight joints for span of 18.00 meter
having arch rise as 3.6 meter and arch length
21.06 meter.The base material made up of
improrted galvolume steel complying to ASTM
A792 having base metal thickneess of 0.90
millimeter (tolerance + /-0.02 millimeter ) with
alloy coating AZ 150 and paint coating of
regular modified polyster, top coat 25 micron
and boottom coat 12 micronas per per
approved colour ,including fixing hangers,
clamps etc. as may be necessary of Proflex
standered, Including fixing sky light of 2
millimeter thick polycabonate sheet of size 2'
x 14' and turbo ventilator of 24" daimeter to be
installed at every 30 feet along the length of
roof including finishing, testing and cleaning
etc.complete.
97
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
39c Sqm. 2390.00 2.00
Spec.No.: As directed by Engineer- in-charge.
Providing and erecting self supporting Proflex
roofing system for a godown of made up
structural grade steel of 914 millimeter width
(tolerace +/-2 millimeter), moulded at site
using mechanical press dies to the disireed
curve and shape to form 605 millimeter wide
interlocking panels. The interlocking panels
shall be pressed to close the seam forming
water tight joints for span of 21.30 meter
having arch rise as 4.25 meter and arch length
25.06 meter.The base material made up of
improrted galvolume steel complying to ASTM
A792 having base metal thickneess of 1.00
millimeter (tolerance + /-0.02 millimeter ) with
alloy coating AZ 150 and paint coating of
regular modified polyster, top coat 25 micron
and boottom coat 12 micronas per per
approved colour ,including fixing hangers,
clamps etc. as may be necessary of Proflex
standered, Including fixing sky light of 2
millimeter thick polycabonate sheet of size 2'
x 14' and turbo ventilator of 24" daimeter to be
installed at every 30 feet along the length of
roof including finishing, testing and cleaning
etc.complete.
98
Completed Labour
RATES FOR 2014-15
(In Rs.)
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT
39d Providing and erecting self supporting Proflex
roofing system for a godown of made up
structural grade steel of 914 millimeter width
(tolerace +/-2 millimeter), moulded at site
using mechanical press dies to the disireed
curve and shape to form 605 millimeter wide
interlocking panels. The interlocking panels
shall be pressed to close the seam forming
water tight joints for span of 28.05 meter
having arch rise as 5.61 meter and arch length
33.00 meter.The base material made up of
improrted galvolume steel complying to ASTM
A792 having base metal thickneess of 1.40
millimeter (tolerance + /-0.02 millimeter ) with
alloy coating AZ 150 and paint coating of
regular modified polyster, top coat 25 micron
and boottom coat 12 micronas per per
approved colour ,including fixing hangers,
clamps etc. as may be necessary of Proflex
standered, Including fixing sky light of 2
millimeter thick polycabonate sheet of size 2'
x 14' and turbo ventilator of 24" daimeter to be
installed at every 30 feet along the length of
roof including finishing, testing and cleaning
etc.complete.
Sqm. 2745.00 2.00
Spec.No.: As directed by Engineer- in-charge.
99
Completed Labour
1
BDT
30
Providing and fixing double leaf door,with country
teak wood shutter and panels as per detailed
drawing including iron oxidised fixtures and fastening
stoppers and finishing with one coat of primer
complete. (Excluding door frame) (Sample to be
got approved from Ex. Engineer before use)
a) Panels of exterior grade veneered particle board
12 mm thick 3 layered flat pressed teak wood particle
board bonded with BWP type exterior grade phenol
formaldehyde synthetic resin with commercial
veneers on both sides conforming to I.S. 3097 – 1980
Novateak or equivalent and door conforming to
I.S.1003 - 1957(Revised)(1977)
Sq.m 3400.00 788.00
b) Panels of 12 mm thick, exterior grade prelaminated
particle board laminated on both side.
Sq.m 3580.00 788.00
Spec.No.: Bd.T.30/Page No.496
2
BDT
31
Providing and fixing single leaf door,with country
teak wood shutter and panels as per detailed
drawing including iron oxidised fixtures and fastening
stoppers and finishing with one coat of primer
complete. (Excluding door frame) (Sample to be
got approved from Ex. Engineer before use)
a) panels of exterior grade veneered particle board 12
mm thick 3 layered flat pressed teak wood particle
board bonded with BWP type exterior grade phenol
formaldehyde synthetic resin with commercial
veneers on both sides conforming to I.S. 3097 – 1980
Novateak or equivalent and door conforming to
I.S.1003 - 1957(Revised)(1977)
Sq.m 2800.00 788.00
b) panels of 12 mm thick, exterior grade prelaminated
particle board laminated on both side.
Sq.m 3280.00 788.00
Spec.No.:Bd.T.31/Page No.499
BD - T : DOORS AND WINDOWS
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
100
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
3
BDT
34
Providing and fixing factory made solid core flush
door in single leaf 35 mm thick, decorative types, of
exterior grade, as per detailed drawings, conforming
to I.S.:2202 - 1962 (Revised) including Burmah/
superior decorative Indian teak wood frame,
approved face veneers on both faces with/without
glazing and venetians in the positions shown on the
drawings or as directed, all necessary beads,
moulding and lipping, wrought iron holdfasts,
chromium plated fixtures and fastenings without/with
brass mortise lock, chromium plated handles on both
sides, stoppers and finishing with french-polish/
waxing complete. (without door frame).(Sample to be
got approved from Ex.Engineer before use)
a) For 35 mm thick Sq.m 2400.00 501.00
b) For 32 mm thick Sq.m 2171.00 501.00
Spec.No.: Bd.T.34/Page No.499
4
BDT
35
Providing and fixing factory made solid core flush
door shutters in double leaves 35mm
thick,decorative type of exterior grade, as per detailed
drawings, conforming to I.S.: 2202 – 1966 (Revised)
including Burmah/Superior Indian teak wood
frame, approved decorative face veneers on both
sides, without glazing and venetians including
chromium oxidised fixtures and fastening, stoppers
and finishing with french polishing etc. (Excluding
door frame)(Sample to be got approved from Ex.
Engineer before use)
a) For 35 mm thick Sq.m 2621.00 540.00
b) For 32 mm thick Sq.m 2387.00 540.00
Spec.No.: Bd.T.35/page No.500
101
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
5
BDT
55
Providing and fixing rolling steel shutters fabricated
from 20 guage steel laths with slide guides, bottom
rail, brackets, door suspension shaft including rolling
springs, locking arrangement and housing box at top
including one coat of red lead primer etc. complete.
Sq.m. 2136.00 196.00
Spec.No.: Bd.T.55/Page No.510.
6
BDT
56
Providing and fixing rolling steel shutters fabricated
from 20 guage steel laths with slide guides, bottom
rail, brackets, door suspension shaft, housing box at
the top including mechanical gear operation
arrangement and one coat of red lead primer etc.
complete.
Sq.m. 2485.00 268.00
Spec.No.: Bd.T.56/Page No.511.
7
BDT
57
Providing and Fixing collapsible steel gates in two
leaves with channel pickets, pivoted flat bars,
including top and bottom guides, rollers, stoppers,
handles, all fitting accessories, locking arrangement
and one coat of red lead primer etc. complete.
Sq.m. 2594.00 359.00
Spec.No. : Bd. T. 57/Page No. 511.
8
BDT
95
Providing and fixing 24 guage PLAIN ALLUMINIUM
SHEET on the face of door shutter including cutting
to required size and fixing by screws including making
good the damages if any to existing door shutter and
frame etc. complete as directed or as per detailed
drawing.
Sq.m. 545.00 90.00
Spec.No.: As directed by Engineer- in-charge
102
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
9
BDT
110
Providing and fixing factory made soild core flush
door (I.S.2202 – 1962 Revised 1966) in single leaf
with glazed ventilator commercial type of exterior of
seasoned wood frame 60mm x 100mm with
approved commercial ply wood facing wrought iron
hold fast Aluminium fixtures and fastening and
handles on both sides finishing with oil painting 3
coats etc. complete. (Sample to be got approved
from Ex.Engineer before use)
a) For 35 mm thick Sq.m 3414.00 692.00
b) For 32 mm thick Sq.m 3221.00 692.00
Spec.No: As directed by Engineer- in-charge
10
BDT
118
Providing and fixing crimped wire netting single
shutter door with 60 mm x 100 mm country teak
wood door frame including oil painting 3 coats and
iron oxidised fixtures and fastening complete.
Sq.m. 2785.00 716.00
Spec.No.: As directed by Engineer- in-charge.
11
BDT
122
Providing and fixing M.S. grill doors weighing 22 to
24 kg per sq. meter of required size as per detailed
drawing without hot dip coating with iron oxidised
fixture and fastening and painting with 3 coats oil
paints etc. complete. (Sample to be got approved
from Ex. Engineer before use)
Sq.m. 1475.00 268.00
Spec.No.: As directed by Engineer- in-charge.
12
BDT
134
Providing and fixing mild steel frame of door of
angle 50 x 50 x 6 mm with 16mm dia. M.S. bars
fixed horizontally at 10 cm C/C for ventilator portion
including iron holdfasts, boxes for fixing shutters
including welding, painting, finishing and tie rod of 12
mm square bar at bottom as per specification etc.
complete.
Sq.m. 1145.00 181.00
Spec.No.: As directed by Engineer- in-charge.
103
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
13
BDT
135
Providing and fixing mild steel frame of door of
angle 40 x 40 x 5 mm with 16mm dia. M.S. bars
fixed horizontally 10 cm c/c for ventilator portion
including iron holdfasts, boxes for fixing shutters
including welding, painting, finishing and tie rod of 12
mm square bar at bottom as per specification etc.
complete.
Sq.m. 741.00 161.00
Spec.No.: As directed by Engineer- in-charge.
14
BDT
135A
Providing and fixing cold rolled mild steel frame for
door 100 mm x 60 mm of 16 guage as per drawing
with/without ventilator including holdfasts, hinges
welded to the frame, including filling cement mortar
1:6 in hollow core and finishing with oil painting and
tie rod of 12 mm square bar at bottom as per
specification etc. complete.
Sq.m. 948.00 206.00
Spec.No.: As directed by Engineer- in-charge.
15
BDT
135B
Providing and fixing door frame of mild steel hot
rolled section of standard EZ-7 conforming to I.S:
7452-1982 as per drawings with/ without ventilator,
holdfasts, hinges welded to the frame and finishing
with oil painting and tie rod of 12 mm square bar at
bottom as per specification etc. complete. (Sample
to be got approved from Ex. Engineer before use)
Sq.m. 758.00 153.00
Spec.No.: As directed by Engineer- in-charge.
16
BDT
135C
Providing and fixing door frame of mild steel hot
rolled section of standard EZ-7 conforming to IS:
7452-1982 with Hot dip Zinc coating as per drawing
with/without ventilator, holdfasts, hinges welded to the
frame and finishing with oil painting and tie rod of 12
mm square bar at bottom as per specification etc.
complete. (Sample to be got approved from Ex.
Engineer before use)
Sq.m. 785.00 170.00
Spec.No.: As directed by Engineer- in-charge.
104
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
17 Providing and fixing pressed steel door box frame
of M.S.sheet made of 18 guage thick of required
section with rebate of 10 mm for required thickness of
shutters and tie rod of 12mm square bar at bottom as
per specifications with or without ventilators including
holdfasts, hinges welded to the frame, filling in box
frame in C.M. 1:10 and finishing with 2 coats of oil
painting etc. complete.
Sq.m. 937.00 205.00
Spec.No.: As directed by Engineer- in-charge.
18 Providing and fixing 25 mm thick 3 layers flat
pressed T.W. particle board shutters with
B.W.P.type exterior grade phenol formaldehyde resin
conforming to I.S.12823-1990 both sides laminated
and covered with M.S. box frame. (Sample to be got
approved from Ex. Engineer before use)
Sq.m. 2680.00 786.00
Spec.No.: As directed by Engineer- in-charge.
19 Providing and fixing aluminium fully glazed doors
including door frame with powder coating 5 mm
thick sheet glass necessary fixtures and fastenings,
neoprene type rubber plain gaskets as per detailed
drawing and specifications etc. complete. (Sample to
be got approved from Ex. Engineer before use)
a) For anodised aluminium doors Sq.m. 3564.00 573.00
b) For powder coated aluminium doors Sq.m. 3423.00 573.00
Spec.No.: As directed by Engineer- in-charge.
105
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
20 Providing and fixing factory made precast
door/window frames of C.C. M-40 grade of section
100 mm x 60 mm including reinforcement as per
I.S.6523 with polymeric blocks having screw holding
capacity of 250 kg/screw fixed in position in
R.C.C.frame as per requirement and as per
specifications without fan light including holdfasts,
carting and erecting in position and two coats of oil
paint etc. complete.
Rmt. 289.00 71.00
Spec.No.: As directed by Engineer- in-charge.
21 Providing and fixing 18 guage M.S. sheet door with
frame work 40 x 40 x 6 mm M.S. Angle including
locking arrangements, hold fast including applying
anticorrossive primer coat of red lead paint and 2
coats of oil paint and 12mm square bar at bottom
as per specification complete.
Sq.m. 1809.00 500.00
Spec.No.: As directed by Engineer- in-charge.
22
BDT
22
Providing and fixing of approved make PVC door
frame made out of rigid PVC hollow section of
size 38mm x 32mm. Machine cut with solid polymeric
reinforcement for holding hinges and the rod at
bottom including fixing 100mm. Long full threaded
metal screws in required Nos. in PVC roll plugs
inserted in wall as hold fast and remaking damaged
surface etc. complete.
Sq.m. 561.00 71.00
Specification -as directed by Engineer incharge.
23
BDT
23
Providing and fixing of approved make PVC door
frames made out of rigid PVC hollow section of
size 48mm x 40mm. Machine cut with solid
polymetric reinforcement for holding hinges and tie
rod at bottom including fixing 100mm. Long full
threaded metal screws in PVC roll plugs inserted in
wall as hold fast and remaking damaged surface etc.
complete.
Sq.m. 826.00 107.00
Specification - As directed by Engineer Incharge.
106
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
24
BDT
24
Providing & fixing of approved make PVC door
frames made out of rigid PVC hollow section of
size 60mm x 50mm Machine cut with solid
polymetric reinforcement for holding hinges and tie
rod at bottom including fixing 100mm long full
threaded metal screw in PVC roll plugs inserted in
wall as hold fast and remaking damaged surface etc.
complete.
Sq.m. 1030.00 134.00
Specification : As directed by Engineer-in-charge
25
BDT
25
Providing & fixing of approved make solid Panel of
29mm thick PVC single leaf door shutter of
approved colour and design made out of rigid PVC
hollow section shutter frame in configuration of A
section of size 50mm x 29mm as vertical styles, top &
bottom rails Machine cut and panel in fill of single
panel multi chambers hollow plastic section of size
25mm x 750mm. with solid polymetric 'L' corner
reinforcement holding brackets and solid polymetric
reinforcement fillers for holding hinges, aldrops, latch,
tower bolts, etc. remaking damaged surface etc.
compete.
Sq.m. 2468.00 179.00
Specification - As directed by Engineer Incharge.
107
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
26 Providing & fixing of approved make solid Panel of
24mm thick PVCsingle leaf door shutter made out
of rigid PVC hollow section shutter frame in
configuration of A section of size 24mm x 45mm as
vertical styles, top and bottom rails Machine cut and
panel in fill plain multi chamber hollow plastic section
of size 20mm x 200mm joined each other by tongue
and groove inter locking system with polymetric 'L'
corner reinforcement holding, bracket & solid
polymeric reinforcement fillers for holding hinges,
aldrops, latch, tower bolts etc. and remaking
damaged surface etc.complete.
Sq.m. 2137.00 17.00
Specification : As directred by Engineer Incharge.
27 Providing and fixing single leaf door shutter of
approved make and colour made out of extruded
rigid PVC hollow section DWUF-306 shutter frame of
size 33 mm x 47 mm having double wall construction
as vertical styles, top and bottom rails and middle
locks rail of size 33 mm x 94 mm and the panel in fill
SPUF-101 multichamber hollow plastic section of size
20 mm x 200 mm joined each other by tongue and
groove interlocking system duly inserted in shutter
frame and all shutter frames, lock rails, styles
reinforced by seasoned wood inserted inside for fixing
of hinges, aldrops, tower bolts and door stoppers etc.
all corners should be Machine cut, joined each other
by metal screw after inserting rigid "L" bracket PVC
reinforcement of size 125 mm x 200 mm. Including
synthetic metal fixtures and fastenings, remaking
damaged surface etc. complete.
Sq.m. 2713.00 161.00
Spec.No.: As directed by Engineer- in-charge.
108
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
28 Providing and fixing in position alluminium louvered
windows/ ventilators of various sizes as per detailed
drawings and specifications including aluminium
frames 80 x 38 mm box type 5 mm thick sheet glass
louveres, clips / rubber plain P.V.C. gaskets of
approved quality etc.complete. (Sample to be got
approved from Ex. Engineer before use)
a) Aluminium louvered window / ventilator Sq.m. 4049.00 178.00
b) For powder coated aluminium window /
ventilator
Sq.m. 3902.00 178.00
Spec.No.: As directed by Engineer- in-charge.
29
BDT
53
Providing and fixing steel windows of various sizes
as per detailed drawings without hot dip zinc coating
without/with ventilator including fabrication, glazing
with non-acetinic/plain/obscured glass panels of
approved type and quality, all fixtures and fastening
without teak wood boxing, and architraves and
finishing with one coat of primer complete. (Sample
to be got approved from Ex. Engineer before use)
a) Without M.S. Box frame Sq.m. 2098.00 243.00
b) With M.S. Box frame of size 40mm x 40mm x
2mm thickness all around
Sq.m. 2529.00 243.00
Spec.No.: Bd.T.53/Page No.509
109
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
30
BDT
53A
Providing and fixing steel windows of various sizes
as per detailed drawings without hot dip zinc coating
without/with ventilator including fabrication, glazing
with non-acetinic/plain/obscured glass panels of
approved type and quality, all fixtures and fastening
without teak wood boxing and architraves and
finishing with one coat of primer complete. (with
flash butt welding) (Sample to be got approved
from Ex. Engineer before use)
a) Without M.S. Box frame Sq.m 2262.00 251.00
b) With M.S. Box frame of size 40mm x 40mm
x2mm thickness all around
Sq.m 2583.00 251.00
Spec.No.: Bd.T.53/Page No.509
31
BDT
53A
Providing and fixing steel windows of various sizes
as per detailed drawings with welded square bars 12
mm at 10cm centre to centre without hot dip Zinc
coating without/with ventilator including fabrication,
glazing with non-acetinic / plain /obscured glass
panels of approved type and quality, all fixtures and
fastenings without teak wood boxing, and architraves
and finishing with one coat of primer complete.
(Sample to be got approved from Ex. Engineer
before use)
a) Without M.S. Box frame Sq.m 2812.00 360.00
b) With M.S. Box frame of size 40mm x 40mm
x2mm thickness all around
Sq.m 3134.00 360.00
Spec.No.: Bd.T.53/Page No.509
110
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
32
BDT
53B
Providing and fixing steel windows of various sizes
as per detailed drawings with welded square bars 12
mm at 10 cm centre to centre without hot dip Zinc
coating without / with ventilator including fabrication
glazing with non- acetinic/plain/obscured glass panels
of approved type and quality, all fixtures and
fastenings without teak wood boxing, and architraves
and finishing with one coat of primer complete. (with
flash butt welding) (Sample to be got approved
from Ex. Engineer before use)
a) Without M.S. Box frame Sq.m 2981.00 377.00
b) With M.S. Box frame of size 40mm x 40mm
x2mm thickness all around
Sq.m 3297.00 373.00
Spec.No.: As directed by Engineer- in-charge.
33
BDT
97
Providing and fixing in position alluminium windows
/ ventilators of various size with openable / sliding
aluminium frame, 5 mm thick plain sheet glass
shutter, glazing clips / neoprene / rubber / PVC
Gasket of approved quality, chromium plated brass
wigs, other aluminium fixture and fastenings,handle,
stopper etc. complete including making the damaged
structure to its original condition. (Sample to be got
approved from Ex. Engineer before use)
a) Double anodised aluminium window / ventilator Sq.m 4066.00 897.00
b) For powder coated aluminium window /
ventilator
Sq.m 3913.00 897.00
Spec.No.: As directed by Engineer- in-charge
111
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
34
BDT
98A
Providing, supplying and fixing in position aluminium
casement / openable window of outer frame size
44mm x 44mm or as of required size with
proportionate change in weight of average weight @
0.90 kg per metre and shutter of 44 mm x 64 mm ( or
as required size ) of average weight of 0.30 kg per
metre (or as required) with plain sheet glass with
neoprene/rubber gasket with hinges, locking
arrangement, pegstay etc. as per approved drawing,
specification etc. complete.(as per Architect's drawing
Job No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992)
(Sample to be got approved from Ex.Engineer
before use)
a) Anodised extruded aluminium window Sq.m 4513.00 897.00
b) For powder coated aluminium window Sq.m 4316.00 897.00
Spec.No.: As directed by Engineer- in-charge.
35
BDT
98B
Providing and fixing in position aluminium fixed
glass pannelled window having frame made out
extruded tubular section of size 34 mm x 42 mm (or
as required size in proportionate weight) of average
thickness 1.50 mm and weight 0.726 kg per metre(or
as required), mechanically assembled at corners with
glazing beading of average 0.26 kg per running metre
or required weight including plain sheet glass with
neoprene/ rubber gasket etc. complete. (As per
Architect's drawing job No. T – MISC/5000/drawing
No.22 dated 3.2.1992)
a) Anodised extruded aluminium fixed glass
pannelled window
Sq.m 4115.00 966.00
b) For powder coated aluminium window Sq.m 3995.00 966.00
Spec.No.: As directed by Engineer- in-charge.
112
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
36
BDT
98C
Supplying and fixing in position anodised extruded
aluminium extruded section Two track sliding
windows upto 1.2 metre height, outer frame made
from section of over all size 62 mm x 45 mm, bottom
section with or without drain section, track weighing
0.90 kg per metre and top and side section weighing
0.838 kg per running metre with shutter or sections
made of 19 mm x 40 mm size having average weight
of 0.6 kg per running metre(or as required size) with
change in proportionate weight,with 5.00 mm selected
quality plain sheet glass fixed with new neoprene
gasket shutters to be provided with nylon encased
stainless rollers, necessary locks and handles
complete. (As per Architect's drawing no.Job No. T-
MISC/5000 Drg.No.22 dated 3.2.1992)
Sq.m 4044.00 627.00
Spec.No.: As directed by Engineer- in-charge.
37
BDT
98D
A) Supplying and fixing in position colour anodised
extruded aluminium section Three track sliding
windows upto 1.2 metre height, outer frame made
from section of over all size 80 mm x 45 mm, bottom
section with or without drain section track weighing
0.90 kg per metre and top and side section weighing
0.838 kg per running metre with shutter or sections
made of 19 mm x 40 mm size having average weight
of 0.6 kg per running metre(or as required size) with
change in proportionate weight,with 5.00 mm
selected quality plain sheet glass fixed with new
neoprene gasket shutters to be provided with nylon
encased stainless rollers, necessary locks and
handles complete. (As per Architect's drawing no.Job
No. T- MISC/5000 Drg.No.22 dated 3.2.1992)
Sq.m 4404.00 627.00
Spec.No.: As directed by Engineer- in-charge.
B) With 5.00 mm selected quality plain sheet glass
and Netlon or equivalent type extruded mosquito
proof netting.
Sq.m 4306.00 627.00
113
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
38
BDT
98D
A) Supplying and fixing in position colour anodised
extruded aluminium section Four track sliding
windows upto 1.2 metre height, outer frame made
from section of over all size 80 mm x 45 mm, bottom
section with or without drain section track weighing
0.90 kg per metre and top and side section weighing
0.838 kg per running metre with shutter or sections
made of 19 mm x 40 mm size having average weight
of 0.6 kg per running metre(or as required size) with
change in proportionate weight,with 5.00 mm
selected quality plain sheet glass fixed with new
neoprene gasket shutters to be provided with nylon
encased stainless rollers, necessary locks and
handles complete. (As per Architect's drawing no.Job
No. T- MISC/5000 Drg.No.22 dated 3.2.1992)
Sq.m 4763.00 627.00
Spec.No.: As directed by Engineer- in-charge.
B) With 5.00 mm selected quality plain sheet glass
and Netlon or equivalent type extruded mosquito
proof netting.
Sq.m 4665.00 627.00
39
BDT
120
Providing and fixing M.S. iron bars 16 mm dia for
steel windows and ventilators at 10cm C/C
including M.S. flat 40 mm x 8mm at centre (vertically)
and cutting, welding and painting in two coats of oil
paint etc. complete.
Sq.m 889.00 161.00
Spec.No.:As directed by Engineer- in-charge.
40
BDT
121
Providing and fixing M.S. iron bars of 16 mm dia for
steel windows and ventilators at 10cm C/C and
M.S. flat 40 mm x 6 mm at sides and 50 mm x 10 mm
at centre in windows and ventilators including cutting,
welding and oil painting in two coatsetc complete.
Sq.m 981.00 170.00
Spec.No.: As directed by Engineer- in-charge.
114
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
41 Providing and fixing Z-type (Staggered) stee
ventilator fully glazed with Z-section of 10
gaugeand MS mesh of 12 gauge (opening 25 x 25)
as per detailed drawing with outer frame of Z-section
including two 12 mm square bar in each panel
,fabricating,glazing with 6 mm thick wire glass and of
approved type and quality and fasteningand oil
painting two coats etc. complete.
Sq.m 2453.00 427.00
Spec.No.: As directed by Engineer- in-charge.
0.00 0.0042
BDT
123
Providing and fixing steel ventilator fully glazed
partly top hung and partly fixed as per detailed
drawing without hot dip zinc coating including
fabricating glazing with plain obscured glass panes of
approved type and quality and fastening without teak
wood boxing and architecture and oil painting two
coats etc. complete. (Sample to be got approved
from Ex.Engineer before use)
Sq.m 2126.00 356.00
Spec.No.: As directed by Engineer- in-charge. 0.00 0.0043
BDT
133
Providing and fixing steel frame of angle 40 x 40 x 5
mm size with 16 mm dia bars for windows, mild steel
bar horizontally at 10 cm C/C for ventilator portion and
15 cm C/C for remaining portion with M.S. plate size
40 x 6 mm vertical at centre including iron holdfasts
boxes for fixing 40 x 6 mm fixing shutter including
welding, finishing, painting with two coats of oil paint
etc. complete (without/ with ventilator)(Sample to be
got approved from Ex. Engineer before use)
Sq.m 1461.00 143.00
Spec.No.: As directed by Engineer- in-charge.
115
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
44 Providing and fixing steel Louvered windows /
ventilators of various sizes as per detailed drawing
without hot dip zinc coating including fabrication with
approved type and quality all fixtures and fastening
without teak wood boxing and architraves including
finishing with one coat of primer and two coats of oil
painting complete. (Sample to be got approved
from Ex.Engineer before use)
Sq.m 2496.00 357.00
Spec.No.: As directed by Engineer- in-charge.
45 Providing and fixing aluminium windows with
sliding shutters including aluminium frame with
powder coating, 5 mm thick sheet glass, necessary
fixtures and fastenings, neoprene / plain rubber
gaskets as per detailed drawing and specifications
etc. complete. (Sample to be got approved from
Ex. Engineer before use)
a) Anodised aluminium windows Sq.m 3989.00 627.00
b) For powder coated aluminium windows Sq.m 3870.00 627.00
Spec. No.: As directed by Engineer-in-charge. 46
BDT
45
Providing & fixing of approved make PVC Openable
Glazed Window frame fabricated with rigid PVC
hollow section of size 48mm x 40mm & fixing mullion
section of size 63.5mm x 40mm with concealed solid
polymeric reinforcement shall have mitre cut and fixed
with the help of 100mm long full threaded metal
screws in PVC roll plugs inserted in wall as hold fast
shutter shall be fabricated out of rigid PVC hollow
section on size 26mm x 47mm having double wall
construction duly fixed with 4mm thick clear vision
plain glass with solid polymeric reinforcement for
holding hinges, handles, windstay & stoppers at
necessary junction and remaking damages surface
etc. complete.
Sq.m 2780.00 339.00
Spec.No. : As directed by Engineer-in-charge.
116
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
47
BDT
46
Providing & fixing of approved make three track
PVC sliding Glazed window frame fabricated out of
rigid PVC hollow section of size 45mm x 96mm with
concealed solid polymeric reinforcement shall have
mitre cut and fixed with the help of 100mm long full
threaded metal screws in PVC roll plugs inserted in
wall as hold fast. Sliding shutter shall be fabricated
out of rigid PVC hollow section of size 45mm x 58mm
and interlocking section of size 5mm x 33mm shall be
fixed on vertical member of sliding shutter. The snap
fit glazing bid of size 21mm x 18.5mm shall be fixed
alongwith sliding shutter for fixing the 5mm thick clear
vision glass panel. Necessary hardware such as
polyester pile seal, rubber gasket, roller bearing and
lock etc. shall be fixed at required junction.
Drainage hole shall be made at the bottom of window
frame etc. and remaking damaged surface complete.
Sq.m 2978.00 356.00
Spec.No. :As directed by Engineer-in-charge
48
BDT
47
Providing & fixing of approved make PVC Louvered
/ fixed Glazed window / ventilator frame fabricated
out of rigid PVC hollow section of size 48mm x 40 mm
with concealed solid polymeric reinforcement shall
have mitre cut and fixed with the help of 100mm long
full threaded metal screws in PVC roll plugs inserted
in wall as hold fast. The snap fit glazing bid of size
19mm x 19.5mm shall be fixed alongwith outer frame
for fixing the 5mm thick clear vision glass panel or
louvered. Necessary hardware such as rubber gasket,
louvered glass holding clip shall be fixied at required
junction etc. complete.
Sq.m 2213.00 268.00
Spec. No. : As dircted by Engineer-in-charge
117
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
49 Providing & fixing of approved make sand witched
type PVC partition 50 mm. Thick paneled/partly
glazed in double wall construction made out of
M.S.Rectangular hollow tube section of size 38mm x
25mm with anticorrosive primer vertical horizontal
members not exceeding in the grid of 1m x 1m and
both side wall panels fixed with rigid PVC multi
chamber hollow plastic section of size 6mm x 250mm
in double wall construction and end sealing with rigid
PVC section 71mm x 20mm. The structure shall be
fixed in floor walls with PVC roll plugs and 100mm
long full threaded metal screws including clear vision
plain glass 5mm thick as required and door complete
and remaking the damaged surface etc. complete.
Sq.m 2754.00 404.00
Specification : As directed by Engineer Incharge.
50
BDT
61
Providing and fixing partition of asbestos sheet 6
mm thick with country teak wood frame work
consisting of 70 x70 mm vertical and horizontals of 70
x 35 mm and covering battens 20 x 10 mm at 1 m
C/C on both ways including finishing with one coat of
primer/ french polishing etc complete.
Sq.m 1806.00 295.00
Spec.No.: Bd.T.61/Page No. 513
51
BDT
66A
Providing and fixing partition of 12mm thick three
layered flat pressed prelaminated teak wood
particle board exterior grade, BWP types Bonded
with phenol formaldehyde synthetic resin conforming
to I.S.12893-1990 including C.T.W. vertical 70 x 70
mm and top central and bottom rails of 70 x 35 mm
and covering battens of 20 x 10 mm at 1 m C/C on
both ways including finishing with one coat of primer
etc complete.
Sq.m 2304.00 316.00
Spec.No.: Bd.T.66/Page No.515
118
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
52
BDT
68
Providing and fixing partition with 4mm thick
superior Indian teak veneers on both sides including
C.T. wood frame work 80 mm x 40 mm at 60 cm
centre to centre and french polishing (without skirting)
etc complete.
Sq.m 2631.00 394.00
Spec.No.: Bd.T.68/Page No.515
53
BDT
68A
Providing and fixing partitions with 6 mm thick
Indian teak veneers on one side including C.T. wood
frame work 80 mm x 40 mm at 60 cm C/C and french
polishing without skirting etc complete.
Sq.m 2010.00 394.00
Spec.No.: Bd.T.68/Page No.515
54
BDT
79
Providing and fixing partitions using 2.1 metre
height and 12 mm thick three layered flat pressed
veneered teak wood particle board, exterior grade,
bonded with BWP type phenol formaldehyde synthetic
resin conforming to I.S.12893-1990 with commercial
veneers on both side including Aluminium frame and
verticals of size of 65 mm x 40 mm in a pannels of
1.20 m etc. complete. (As per detailed drawing)
(Sample to be got approved from Ex. Engineer
before use)
Sq.m 1589.00 246.00
Spec.No. : As directed by Engineer-in-charge.
55
BDT
83
Providing and fixing partitions of 4mm thick Indian
teak veneers on one side and 4 mm. commercial type
plywood on the other side including C.T.W. frame of
70 mm x 35 mm. at 60 cm. C/C including finishing
with french polishing to veneer face and oil
painting/french polishing other face etc. (as per
detailed drawing) complete. (without skirting)
Sq.m 1805.00 345.00
Spec.No.: As directed by Engineer- in-charge.
119
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
56 Providing, supplying and fixing in position aluminium
partitions, partly glazed and partly laminated
having frame made out of extruded tubular section of
size 40mm x 65 mm with 12 mm thick three layered
flat pressed teak wood particle board bonded with
BWP type exterior grade phenol formaldehyde
synthetic resin conforming to I.S.12823-1990,
laminated on both sides, Novateak or equivalent and
5 mm thick selected quality float glass pannels fixed
with aluminium glass clips 12 mm x 12 mm and
rubber cushioning beading to glass partition as per
approved drawing etc. complete. (Sample to be got
approved from Ex. Engineer before use)
a) Anodised extruded aluminium partitions Sq.m 2551.00 429.00
b) For powder coating extruded aluminium
partitions
Sq.m 2409.00 429.00
Spec.No.: As directed by Engineer- in-charge. 57 Providing, supplying and fixing in position alluminium
partitions with both sides laminated panels
having frame made out of aluminium extruded
tubular section of size 40 mm x 65 mm with 12 mm
thick three layered flat pressed teak wood particle
board bonded with BWP type exterior grade phenol
formaldehyde synthetic resin conforming to I.S.12823-
1990, laminated on both sides, Novateak or
equivalent fixed with aluminium glazing clips of size
12mm x 12 mm as per approved drawing etc.
complete.(Sample to be got approved from Ex.
Engineer before use)
a) Anodised extruded aluminium partitions Sq.m 2834.00 356.00
b) For powder coating extruded aluminium
partitions
Sq.m 2681.00 356.00
Spec.No.: As directed by Engineer- in-charge.
120
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
58 Providing and fixing in position anodised extruded
alluminium partition having frame made out of
aluminium extruded tubular section of size 65 mm x
40 mm with 12 mm thick three layered flat pressed
teak wood particle board bonded with BWP type
exterior grade phenol formaldehyde synthetic resin
conforming to I.S.12823-1990, laminated on both
sides, Novateak or equivalent, Laminated 5 mm thick
selected quality of glass pannels fixed with aluminium
glazing clips 12mm x 12mm (conical) rubber
cushioning to glass as per detailed drawings etc.
complete.(Sample to be got approved from
Ex.Engineer before use)
a) Anodised extruded aluminium partitions Sq.m 2741.00 429.00
b) For powder coating extruded aluminium
partitions
Sq.m 2583.00 429.00
Spec.No.: As directed by Engineer- in-charge.
59
BDT
93
Providing and fixing plain G.I. sheets on top of
weather shed including scaffolding, fixing by means
of nuts and bolts or as directed or as per detailed
drawing complete. (Brackets of 70 mm x 45 mm to be
paid seperately)
a) For 22 B.W.G. plain G.I. sheet Sq.m 556.00 84.00
b) For 20 B.W.G. plain G.I. sheet Sq.m 589.00 85.00
Spec.No.: As directed by Engineer- in-charge.
60
BDT
94
Providing and fixing 4 mm thick plain A.C. sheets
on top of the weather shed including scaffolding,
fixing by means of nuts and bolts or as directed etc.
complete as per detailed drawing (Brackets of 70 mm
x 45 mm to be paid seperately).
Sq.m 265.00 71.00
Spec.No.: As directed by Engineer- in-charge.
121
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
61
BDT
113
Providing and fixing glass panels 5.0 mm thick for
all size including putty, C.T. beading etc. partition
complete.
a) For clear glass Sq.m 600.00 71.00
b) For Frosted Glass 5.0 mm thk. for all partitions. Sq.m 643.00 71.00
Spec.No.: As directed by Engineer- in-charge.
62 Providing and fixing UV proof plastic sheet panels
of approved quality in required thickness of 3 mm
plain, clear or any colour or obscured (lining) in lieu of
glass panes to doors/windows including providing and
fixing clips, putty etc. complete. (Sample to be got
approved from Ex.Engineer before use)
Sq.m 592.00 63.00
Spec.No.: As directed by Engineer- in-charge.
63 Providing and fixing GYP board material stud single
layer partition 97.00 mm thick using single board of
12.5 mm thick on each side of 34/76/36 mm studs
fixed to floor and ceiling channel 70/32 mm at every
610 mm regular interval horizontally including
finishing the joints with jointing compounds, paper
tape and two coats of primer paint etc complete.
Sq.m 1164.00 359.00
Spec.No.: As directed by Engineer- in-charge.
64 Providing and fixing decorative grill of various sizes
as per detail drawing and specification etc. complete.
(Prior permission to be obtained from S.E. before
execution of this item)
a) Alluminium Sq.m 3713.00 359.00
b) Stainless Steel (Weight @ 15 Kg/Sqm.) Sq.m 4080.00 732.00
Spec.No.: As directed by Engineer- in-charge.
122
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
65 Providing and fixing acrylic plastic sheet panels of
approved quality in required thickness plain clear or
any colour or obscured linings in lieu of glass pans to
doors/windows including providing and fixing clips,
putty etc. complete.
a) For 2.00 mm thickness Sq.m 960.00 44.00
b) For 3.00 mm thickness Sq.m 1250.00 62.00
Spec.No.: As directed by Engineer- in-charge.
66 Providing and fixing of approved make wall
panelling of approved design and colour made out of
extruded rigid PVC double wall construction with
multichamber hollow plastic section SPUF-141, 142,
143 of size 10 mm x 150 mm on the grid horizontal,
vertical aluminum pipe section 25 mm x 25 mm as
required plastic section will be fixed with concealled
screws on frame work, corner supported with PVC "L"
section and no screws shall be visible.
Sq.m 1663.00 268.00
Spec.No.: As directed by Engineer- in-charge.
67
BDT
2
Providing and fixing country teak wood frame of
required section for second class doors with/without
ventilator windows and wondows fan light and clear
storey windows including all mouldings, chamfering,
rounding, and abauting holdfasts and finishing with
one coat of primer and two coats of oil painting etc.
complete.(Only for exterior doors)
Cu.m 101555.00 15701.00
Spec.No.: Bd.T.2/Page No.478
123
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
68 Providing and Fixing C.T.W. 2nd class fully glazed
ventilator rectangular in shape as per detailed
drawing including iron oxdized fixtures and fastenings
and finishing the wood work with one coat of primer
etc. (without M.S. bar and frame) complete.(Only
for exterior windows) (Prior permission of S.E.to
be obtained for inclusion of this item in estimate.)
Sq.m 2898.00 788.00
Spec.No.: As directed by Engineer- in-charge.
69
BDT
4A
Providing and Fixing C.T.W. 2nd class fully glazed
ventilator rectangular in shape as per detailed
drawing including iron oxidized fixtures and fastenings
and finishing the wood work with one coat of primer
etc. (with mild steel bars and frame) complete.
Sq.m 5268.00 1379.00
Spec.No.: Bd.T.4/Page No. 479
70
BDT
11
Providing and fixing country teak wood double leaf,
2nd class partly panelled and partly glazed door
without fanlight/ ventilator as per drawings including
iron oxidised fixtures and fastenings and finishing the
wood work with one coat of primer etc. (excluding
door frame) complete.
Sq.m 3595.00 1182.00
Spec.No.: Bd.T.11/Page No.482
71
BDT
12
Providing and fixing country teak wood single leaf,
2nd class partly panelled and partly glazed door
without fan light / ventilator as per drawings including
iron oxidised fixtures and fastenings and finishing the
wood work with one coat of primer etc.(excluding
door frame) complete.
Sq.m 3099.00 985.00
Spec.No.: Bd.T.12/Page No.483
124
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
72
BDT
23
Providing and fixing country teak wood double leaf
2nd class 20mm thick false panelled door without
fanlight as per detailed drawings including iron
oxidised fixtures and finishing with one coat of primer
etc.(excluding door frame) complete.
Sq.m 3227.00 1083.00
Spec.No.: Bd. T. 23/ Page No. 494
73
BDT
24
Providing and fixing country teak wood single leaf,
2nd class 20 mm thick false panelled door without
ventilator as per detailed drawings including iron
oxidised fixtures and fastenings and finishing the
wood work with one coat of primer (excluding door
frame) etc. complete.
Sq.m 3099.00 985.00
Spec.No.: Bd.T.24/Page No.494
74
BDT
127A
Providing and fixing double leaf panelled door
C.C.T.W. 60 mm x 100 mm frame with ventilator,
shutters 32 to 35 mm thick as per detailed drawings
consisting of C.C.T.W. vertical styles and top rail 100
mm x 35 mm and lock and bottom rail 200mm x 35
mm including Iron oxidised fixtures and fastenings
and T.W. beading at junctions of panels, inserted
including three coats of oil painting complete.
(Sample to be got approved from Ex.Engineer
before use)
a) Panels of 12 mm thick 3 layered flat pressed teak
wood particle board bonded with BWP type exterior
grade phenol formaldehyde synthetic resin with
commercial veneers on both sides (conforming to I.S.
3097-1980) Novateak or equivalent
Sq.m 4356.00 887.00
b) Panels of 12 mm thick, exterior grade prelaminated
paticle board laminated on both side.
Sq.m 4563.00 887.00
Spec.No.:As directed by Engineer- in-charge.
125
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
75
BDT
127B
Providing and fixing single leaf panelled door
C.C.T.W. 60 mm x 100 mm frame with ventilator,
shutters 32 to 35 mm thick as per detailed drawings
consisting of C.C.T.W. vertical styles and top rail 100
mm x 35 mm and lock and bottom rail 200 mm x 35
mm including Cromium Plated fixtures and fastenings
and T.W. beading at junctions of panels inserted
including three coats of oil painting complete.
(Sample to be got approved from Ex.Engineer
before use)
a) Panels of 12 mm thick 3 layered flat pressed teak
wood particle board bonded with BWP type exterior
grade phenol formaldehyde synthetic resin with
commercial veneers on both sides (conforming to I.S.
3097-1980) Novateak or equivalent
Sq.m 3625.00 754.00
b) Panels of 12 mm thick, exterior grade prelaminated
paticle board laminated on both side.
Sq.m 4239.00 788.00
Spec.No.: As directed by Engineer- in-charge.
76
BDT
42
Providing and fixing country teak wood 25 mm thick
double leaf second class window with plain/
obscured glazed shutters without ventilator or
fanlight as per detailed drawings including iron
oxidised fixtures and fastenings stoppers and
finishing the wood work with one coat of primer
(excluding window frame) complete.
Sq.m 3334.00 1064.00
Spec.No.: Bd.T.42/Page No.503
126
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
77
BDTProviding and fixing 30mm thick factory made PVC
rigid foam panelled door shutters made of MS
tube 19 guage thickness size 19mm x 19 mm for
styles and 15 mm x 15 mm for top and bottom rails,
covered with heat moulded PVC "C" channel of 5 mm
thick sheet and 30 mm x 75 mm wide to form styles
and 5 mm thick and 100 mm wide PVC sheet for top
rail, lock rail and bottom rail on either sides and 5 mm
thick 20 mm wide cross PVC sheet as gap inserted
for top rail and bottom rail, panelling of 5 mm thick,
PVC sheet fitted in MS frame welded / seal to the
style and rails with 5 mm x 30 mm PVC sheet beading
on either side joint together with solvent cement
adhesive etc. complete .
Sq.m 2652.00 386.00
as per manufacturer's specification and direction of
Engineer-In-Charge fixed to the frames with stainless
steel hinges of 75 mm size aluminium tower bolt 100
mm size aluminium aldrop 250 mm size handles 100
mm size including all material, labour, machinery etc
complete. ( For WC / Bath Shutters ) ( the item is
exclusive of door frame.)
78
BDTProviding and fixing factory made PVC door frame
of approved make of size 50 mm x 45 mm with a
wall thickness of 5 mm made out of extruded 5 mm
rigid PVC foam sheet mitred at corners and joined
with 2 nos of 150 mm long bracket of 15 mm x 15 mm
M.S. square tube the vertical door profiles to be
reinforced with 19 mm x 19 mm M.S. square tube of
19 guage EPDM rubber gasket weather seal to be
provided throughout the frame. The door frame to be
fixed to the wall using M.S. screws of 65 / 100 mm
size complete as per manufacturer's specification and
direction of Engineer-In-Charge.
Sq.m 1122.00 171.00
Spec.No.:As directed by Engineer- in-charge.
Spec.No.:As directed by Engineer- in-charge.
127
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
79
BDTProviding and fixing in position alluminium single
leaf panneled door with fan light mounted on floor
spring, outer frame of size 100 mm. X 45 mm.of
average thickness 2 mm. and weight 1.608
Kg. Per Rmt., Mechanically assembled at corner with
shutter styles of size 50 mm. x 45 mm. x 2.82 mm. @
1.351 Kg./ Rmt. top rail 50 mm. x 45 m. x 2.82 mm.
@ 1.351 Kg./Rmt. lock rail and bottom rail 150 mm. x
45 mm. x 2.2 mm. at 2.376 Kg.Rmt. glazing clips 19
mm. x 17.8 mm. x 0.9 mm. @ 0.124 Kg./Rmt. with 1.5
mm. PVC SHEET , all fixtures and fastening ,
handles, tower bolt, lock, door stopper, rubber gasket
etc. complete.
a) Anodised aluminium doors Sq.m 3968.00 919.00
b) For powder coated aluminium doors Sq.m 3749.00 919.00
Spec.No.: As ddirected by Engineer incharge
80
BDTProviding and fixing in position double leaf
panneled door with fan light mounted on floor
spring, outer frame of size 100 mm. X 45 mm. of
average thickness 2mm. and weight 1.608 Kg. Per
Rmt. mechanically assembled at corner with shtter
styles of size 50 mm. x 45 mm. x 2.82 mm. @ 1.351
Kg/Rmt. top rail 50mm.x 45 mm. x 2.82 mm. @ 1.351
Kg./Rmt. lock rail and bottom rail 150 mm. x 45 mm. x
2.2 mm. @ 2.376 Kg/Rmt. glazing clips 19 mm. x 17.8
mm x 0.9 mm. @ 0.124 Kg./Rmt. with 5 mm. float
glass, all fixtures and fastening, handles, tower bolt,
lock, door stopper, rubber gasket etc. complete.
a) anodised alluminium doors Sq.m 5026.00 1451.00
b) For powder coated aluminium doors Sq.m 4898.00 1451.00
Spec. No. : As directed by Engineer incharge
128
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
81
BDTProviding and fixing FRP ( Fiber reinforced plastic)
Door shutter 25 to 30 mm. Thick having properties
such as water proof resistant to termite resistant to
mild acids and chemical. The thickness of FRP shold
of of 1.5 mm.With extra reinforcement to sides,
edges, recess for alluminium fixtures and fastenings
and commercial types as per the approved design,
including alluminium , fixtures and fastenings and two
coats of synthetic acrylic emulsion paint etc.
complete (Excluding door frame)
Sq.m 2744.00 788.00
Spec.No.: As ddirected by Engineer incharge
82
BDTProviding and fixing FRP (Fiber reinforced plastic)
sheet of 1.75 mm. To 2.00 mm. Thick in any colour
for all sizes in windows including, putty, C.T. bedding,
having properties such as water proof resistant to
termite, resistant to mild acids and chemical as per
the approved design etc. complete.
Sq.m 683.00 99.00
Spec.No.: As directed by Engineer incharge.
83
BDTProviding and fixing solid core flush door in single
leaf 32mm thick commercial type of exterior grade
as per detail drawing approved commercial plywood
facing on both side without glazing and ventians all
necessary beads moulding and lipping, iron oxidised
fixtures and fastening handles on both side and finish
with one coat of primer completed(without frame).
Sq.m 1036.00 262.00
129
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATES FOR
2014-15
(In Rs.)
84
BDT
Providing & fixing ISI make commercial grade factory
made hot pressed,phenol bonded solid core flush door
in single leaf of exterior grade as per detailed drawings
conforminf to I.S. 2202-1962 (Revised) with 0.8 mm thick
matt finish lamination on both faces including Indian teak
wood frame,stainless steel matt finish fixtures &
fastenings,worth iron holdfasts with brass mortise lock,with
french polish at sides,waxing etc.complete(without door
frame).(Sample to be got approved from Ex.Engineer
before use).
a) 35 mm thick Sq.m 3755.00 598.00
b) 32 mm thick Sq.m 3504.00 598.00
Spec.No.: As directed by Engineer incharge
130
Completed Labour
1
BDU
1A
Providing and fixing mild steel grill work for
windows, ventilators, etc. required kg/sqm
as per drawing including fixtures necessary
welding and painting with one coat of
anticorrosive paint and two coats of oil painting
complete.
a) --------- do ---------- 20 Kg/Sqm. Sq.m 1273.00 200.00
b) --------- do ---------- 25 Kg/Sqm. Sq.m 1536.00 200.00
Spec.No.: Bd.U.1/Page No.537
2
BDU
1A
Providing and fixing mild steel grill railing
required kg/Sqm. with teak wood hand rail
of size 75 mm x 60 mm and sill of 75 mm x 25
mm and newel posts for staircases, including
fabricating, fixtures, erecting, the grill work with
one coat of anticorrosive paint and two coats of
oil painting with approved colours and polishing
the sill, hand rail and the newel post with french
polish.
a) --------- do ---------- 20 Kg/Sqm. Sq.m 2150.00 200.00
b) --------- do ---------- 25 Kg/Sqm. Sq.m 2432.00 200.00
c) --------- do ---------- 30 Kg/Sqm. Sq.m 2720.00 200.00
d) --------- do ---------- 35 Kg/Sqm. Sq.m 3000.00 200.00
Spec.No.: Bd.U.1/Page No.537
BD - U : IRON WORK
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
131
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
3 Providing and fixing mild steel grill railing
weighing required kg/Sqm. with PVC
handrail cover and newel post for staircases,
including fabricating, fixtures, drilling holes in
concrete / other surface, erecting the grill work,
necessary welding, fixing by nuts and bolts,
fixing PVC handrail cover, with one coat of
anitcorrosive paint and two coats of oil painting
with approved colour and shade, remaking the
damaged surface, cleaning, etc. complete.
a) --------- do ---------- 20 Kg/Sqm. Sq.m 1479.00 200.00
b) --------- do ---------- 25 Kg/Sqm. Sq.m 1748.00 200.00
c) --------- do ---------- 30 Kg/Sqm. Sq.m 2016.00 200.00
d)--------- do ---------- 35 Kg/Sqm. Sq.m 2286.00 200.00
Spec.No.: As directed by Engineer- in-charge.
4 Providing and fixing mild steel grill work
railing required kg/Sqm. of rectangular
hollow sections with PVC handrail covering
as per drawing including newel posts for
staircases, drilling holes in concrete/other
surface,fabricating, fixtures, erecting grill work,
necessary welding, fixing by nuts and bolts,
fixing PVC handrail cover, with one coat of anti-
corrosive paint and two coats of oil painting
with approved colour and shade, remaking
good the damaged surface, cleaning etc.
complete.
a) --------- do ---------- 20 Kg/Sqm. Sq.m 1483.00 200.00
b) --------- do ---------- 25 Kg/Sqm. Sq.m 1754.00 200.00
Spec.No.: As directed by Engineer- in-charge.
132
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
5 Providing & Fixing stainless steel railing with
top and vertical pipe of 50mm dia at 0.90 m c/c
or as required and horizontal pipes of 25mm
dia in two rows, all pipes of 2 mm thick
including buffing,fabricating fixtures and
fastening including pipe base of appropriate
diameter and ball base of 75 mm dia above
one major post etc. complete (Prior approval
of sample and brand by Ex.Engineer is
necessary before use)
Sq.m 2135.00 268.00
Spec.No.: As directed by Engineer- in-charge.
6 Providing & Fixing mild steelgrill railing of
required kg/Sqm. with 50mm dia. MS Pipe
hand rail & sill of 25mm x 3mm & newel posts
for staircases, including fabricating, fixtures,
erecting the grill work with one coat of
anticorrossive paint & two coats of oil painting
of approved colours to the sill, hand rail and the
newel post.
a) --------- do ---------- 20 Kg/Sqm. Sq.m 1406.00 0.00
b) --------- do ---------- 25 Kg/Sqm. Sq.m 1722.00 0.00
Spec.No.: As directed by Engineer- in-charge.
133
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
7 Providing and fixing mat finish stainless steel
lettering of various heights as directed by
enginner incharge including material, labour,
cleaning etc. complete.
A) for single letter like A, B, C etc in English
and +,¤É,Eò <iªÉÉnùÒ ¨É®úÉ`öÒiÉÖxÉ
1) Upto height of 30 cm per
cm. of
height
16.00 4.00
2) From 30 to 45 cm heightper
cm. of
height
24.00 6.00
B) For half letters ¨É®úÉ`öÒiÉÒ±É EòÉx½þÉ, ¨ÉÉjÉÉ, =EòÉ®ú, ®ú¡É®ú
+ÉÊhÉ Ê´É±ÉÉx]õÒ <iªÉÉnùÒ
1) Upto height of 30 cm per
cm. of
height
8.00 2.00
2) From 30 to 45 cm height per
cm. of
height
12.00 4.00
134
Completed Labour
1 Providing, hoisting and fixing in position of
approved make high density polyethylene UV
stabilized conforming to I.S.12701, water
storage tank with necessary connections,
testing etc. complete. (Prior approval of
sample by Ex. Engineer is necessary
before use.)
Ltr. 7.00 2.00
Spec.No.: As directed by Engineer- in-charge.
2 Providing, hoisting and fixing in position
ferrocement water storage tank with 25 mm.
Thick walling with necessary connections,
testing etc. complete. (Prior approval of
sample and brand by Ex. Engineer is
necessary before use.)
Ltr. 7.00 2.00
Spec.No.: As directed by Engineer-in-charge.
3
BDV
5A1
Providing and laying in trenches medium
grade (type) galvanised iron pipe having
embossed ISI Mark on it, of required diameter
with screwed, sockets, joints, necessary
galvanised iron fittings such as sockets, back
nuts, elbows, bends, tees, reducers,
enlargers, plugs, clamps etc. including
necessary excavation, back filling, fixing with
clamps, testing etc. complete. (Prior approval
of sample and brand by Ex. Engineer is
necessary before use.)
(i) 15 mm dia. Rmt. 250.00 59.00
(ii) 20 mm dia. Rmt. 288.00 59.00
(iii) 25 mm dia. Rmt. 337.00 59.00
(iv) 32 mm dia. Rmt. 368.00 63.00
(v) 40 mm dia. Rmt. 441.00 63.00
(vi) 50 mm dia. Rmt. 572.00 63.00
(vii) 75/80 mm dia. Rmt. 877.00 70.00
(viii) 100 mm dia. Rmt. 1204.00 70.00
Spec.No.: Bd.V.5/Page No.551
BD - V : WATER SUPPLY AND SANITARY FITTINGS
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
135
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
4
BDV
5
Providing and fixing on walls/ ceiling/floors,
medium grade G.I. pipe (type) having
embossed ISI Mark on it, of required diameter
with screwed sockets, joints, necessary
galvanised iron fittings such as sockets,back
nuts,elbows, bends, tees, reducers, enlargers,
plugs, clamps etc.including necessary drilling
holes in walls, slabs etc. and remaking good
the demolished portion to restore the same in
original condition neatly and providing and
applying anticorrosive primer and two coats of
oil painting, testing, etc.complete.(Prior
approval of sample by Ex.Engineer is
necessary before use.)
(i) 15 mm dia. Rmt. 222.00 49.00
(ii) 20 mm dia. Rmt. 266.00 49.00
(iii) 25 mm dia. Rmt. 310.00 49.00
(iv) 32 mm dia. Rmt. 342.00 54.00
(v) 40 mm dia. Rmt. 413.00 54.00
(vi) 50 mm dia. Rmt. 544.00 54.00
(vii) 80 mm dia. Rmt. 822.00 57.00
Spec.No.: Bd.V.5/Page No.551
136
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
5
BDV
60A
Providing and fixing in position ultra violet
stabilised UPVC plumbing pipe of specified
outer diameter of required standard thickness
conforming to I.S. 4985 including necessary
fittings conforming to I.S. 7834 such as PVC
bends, tees, reducers, clamps, plugs etc.
including necessary excavation trench filling,
necessary drilling holes in walls, slabs etc. and
making good the surface complete.(For 10
kg/Sq.cm Pressure) (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.
(i) 15 mm dia. Rmt. 83.00 43.00
(ii) 20 mm dia. Rmt. 104.00 43.00
(iii) 25 mm dia. Rmt. 113.00 43.00
(iv) 32 mm dia. Rmt. 143.00 43.00
(v) 40 mm dia. Rmt. 178.00 45.00
(vi) 50 mm dia. Rmt. 203.00 45.00
(vii) 63 mm dia. Rmt. 248.00 45.00
Spec.No.: As directed by Engineer- in-charge.
6
BDV
8
Providing and fixing 15 mm dia. Screw down
bib/stop tap of brass including necessary
sockets, union nut, testing etc.
complete.(Prior approval of sample and
brand by Ex. Engineer is necessary before
use.)
No. 226.00 34.00
Spec.No.: Bd.V.8/Page No.554
137
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
7
BDV
8
Providing and fixing 15 mm dia. Screw down
bib cock of symet type including necessary
sockets, union nut, testing etc. complete.
(Prior approval of sample by Ex.Engineer is
necessary before use.)
(a) Bib cock Standard No. 190.00 28.00
(b) Bib cock Fancy No. 316.00 29.00
(c )Bib cock Long body No. 338.00 28.00
(d) Bib cock piller cock No. 335.00 29.00
Spec.No.: Bd.V.8/Page No.554
8
BDV
8A
Providing and fixing 20 mm dia screw down
bib/stop tap of brass including necessary
sockets, union nut, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 374.00 39.00
Spec.No.: Bd.V.8/Page No.554
9
BDV
8B
Providing and fixing 25 mm dia. Screw down
bib/stop tap of brass including necessary
sockets, union nut, testing etc.
complete.(Prior approval of sample and
brand by Ex. Engineer is necessary before
use.)
No. 399.00 39.00
Spec.No.: Bd.V.8/Page No.554
10
BDV
9
Providing and fixing screw down 15 mm dia.
metre wheeled stop tap of brass including
necessary sockets, union nut, testing etc.
complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 302.00 29.00
Spec.No.: Bd.V.9/Page No.555
138
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
11
BDV
9
Providing and fixing stop cock of symet type
of specified dia. including necessary sockets,
union nut testing etc. complete. (Prior
approval of sample and brand by Ex.
Engineer is necessary before use.)
(a) Stop cock 15 mm (Male/Female) No. 204.00 29.00
(b) Angle Stop cock 15 mm No. 220.00 28.00
(c )Conceal Stop cock 15 mm No. 278.00 28.00
(d) Stop cock 20 mm (Female) No. 234.00 28.00
(e) Conceal Stop cock 20 mm No. 299.00 28.00
Spec.No.: As directed by Engineer- in-charge.
12
BDV
9A
Providing and fixing screw down required
dia. wheeled stop tap of brass including
necessary sockets, union nut, testing etc.
complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
a) 20 mm dia No. 392.00 38.00
b) 25 mm dia No. 468.00 38.00
c) 32 mm dia No. 577.00 38.00
d) 40 mm dia No. 662.00 44.00
e) 50 mm dia No. 1071.00 44.00
f) 65 mm dia No. 1612.00 52.00
g) 80 mm dia No. 2457.00 52.00
Spec.No.: Bd.V.9/Page No.555
13
BDV
12
Providing and fixing 100 mm dia. Chromium
plated brass showers rose to 15 mm dia.
Supply pipe including necessary bend and
socket, testing etc. complete. (Prior approval
of sample and brand by Ex.Engineer is
necessary before use.)
No. 307.00 31.00
(a) ------ do ------ Swivelling in symet
shower
No. 177.00 28.00
Spec.No.: Bd.V.12/Page No.556
139
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
14
BDV
14
Providing and fixing 15 mm diameter
concussion push button type brass/ gun
metal self closing tap including necessary
socket, testing etc. complete. (Prior approval
of sample and brand by Ex.Engineer is
necessary before use.)
No. 194.00 27.00
Spec.No.: Bd.V.14./Page No.557
15
BDV
14
Providing and fixing push cock (Self closing
tap) symet type of specified diameter
including necessary socket, testing etc.
complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
(a) 15 mm dia. No. 173.00 31.00
(b) 15 mm dia. push cock with nipple No. 198.00 31.00
(c) 20 mm dia. No. 205.00 31.00
Spec.No.: As directed by Engineer- in-charge.
16
BDV
14A
Providing and fixing 25 mm diameter
concussion push button type brass/ gun
metal self-closing tap including necessary
socket, testing etc. complete. (Prior approval
of sample and brand by Ex.Engineer is
necessary before use.)
No. 273.00 31.00
Spec.No.: Bd.V.14/Page No.557
17
BDV
18
Providing and fixing fittings and accessories
such as ball cock, over flow pipe with
mosquito proof coupling, scour pipe with plug,
manhole with cover and locking arrangement,
connecting pipes and embedding intake and
outflow pipes into the R.C.C. water reservoir.
No. 1804.00 464.00
Spec.No.: Bd.V.18/Page No.558
140
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
18 Providing and fixing chromium plated wall
mixer cock of heavy duty without washer
with chromium plated showers with/without
telephonic arrangement including necessary
supply pipes 15 mm dia. and fittings like
socket union, nuts, bends, valves, reducers,
including necessary drilling holes in walls,
slabs etc and remaking good the demolished
portion to restore the same in original
condition neatly and cleaning the site after
completion of work, testing etc. complete.
(S.E.'s permission to be obtained before
execution of this item) (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
Each 2422.00 460.00
Spec.No.: As directed by Engineer- in-charge
19
BDV
84
Providing and fixing 12 mm dia. Ball cock
medium type with PVC float including
sockets and necessary fittings and tested as
per municipal requirement, testing etc.
complete.(Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 187.00 48.00
Spec.No.: As directed by Engineer- in-charge.
20
BDV
83
Providing and fixing 40 mm dia. Ball cock
medium type with PVC float including
sockets and necessary fittings and tested as
per municipal requirements testing etc.
complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 525.00 50.00
Spec.No.: As directed by Engineer- in-charge
141
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
21
BDV
74
Providing and fixing 1st class white glazed
earthenware "Orissa type" W.C.Pan 600 x
400 mm size including 'P'or 'S'trap UPVC soil
and vent pipe upto the outside face of the wall,
1:5:10 cement concrete bedding, inlet pipe
with stop tap, bracket for fixing the cistern, 32
mm dia. UPVC flush pipe with fitting and
clamps, 20 mm dia. UPVC over flow pipe with
mosquito proof coupling, chain and pulley,
painting of the exposed pipe and cutting and
making good walls and floor, testing etc.
complete.(Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
(a) With 10 litre fibre high level flushing
cistern with fittings
No. 3825.00 788.00
(b)….. Do …… without flushing cistern with
flush cock and necessary fittings
No. 3241.00 641.00
Spec.No.: As directed by Engineer- in-charge.
22
BDV
77
Providing and fixing 1st class "Orissa Type"
Colour Glazed earthenware 600 x 400 mm.
W.C. PAN including `P' or `S' trap, UPVC soil
and vent pipe upto the out side face of wall,
including 100 mm dia. UPVC plug bend, inlet
pipe with stop tap, brackets, 32 mm dia.
UPVC flush pipe with fittings and clamps, 20
mm dia. UPVC over flow pipe with mosquito
proof coupling, UPVC chain and pulley,
painting to cistern and exposed pipes, cutting
and making good to the walls and floors,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
(a) With 10 litre UPVC high level flushing
cistern with fittings.
No. 4004.00 710.00
(b) ----- do ------ without flushing cistern
with flush cock and necessary fittings.
No. 3493.00 601.00
Spec.No.: As directed by Engineer- in-charge.
142
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
23
BDV
57
Providing and fixing European type white
glazed earthenware W.C.PAN with UPVC
seat and lid with chromium plated brass
hinges and rubber buffers including UPVC and
vent pipe upto the outside face of wall, pipe
and stop tap brackets for fixing cistern 32 mm
dia. UPVC flush pipe with fittings and clamps,
20 mm dia. UPVC overflow pipe, mosquito
proof couplings, G.I. chain and pulley, cutting
and making good to the walls and floors,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
(a) With10 litre enamelled low level
flushing cistern with fittings.
No. 3479.00 565.00
(b) ------ do ------- with water jet and fittings No. 3808.00 593.00
(c) ------ do ------- without flushing cistern
with flush cock and necessary fittings
No. 2972.00 501.00
(d) ------ do ------- without flushing cistern
with water jet and fittings
No. 3314.00 540.00
Spec.No.: As directed by Engineer- in-charge.
143
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
24
BDV
56
Providing and fixing European type white
glazed earthenware W.C. Pan with UPVC
seat and lid with chromium plated brass
hinges and rubber buffer including UPVC, soil
and vent pipe up to the outside face of the wall
and 100 mm dia. UPVC plug bend, 32 mm
dia. UPVC flush pipe with fittings and clamps,
20 mm dia. UPVC overflow pipe with mosquito
proof coupling chain and pulley, painting of the
cistern and exposed pipe and cutting and
making good to the walls and floors, testing
etc. complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before
use.)
(a) With 10 litres UPVC low level flushing
cistern.
No 3500.00 590.00
(b) ------ do ------- with water jet and fittings No. 3920.00 622.00
(c) -------- do ------ Without Flushing tank
with flush cock and necessary fittings.
No. 3572.00 498.00
(d) ------ do ------- without flushing cistern
with water jet and fittings
No. 3564.00 542.00
Spec.No.: Bd.V.21/Page No.561
144
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
25
BDV
21
Providing and fixing European type coloured
glazed earthenware W.C PAN with Bekelite
seat and lid with chromium plated brass
hinges and rubber buffers including UPVC soil
and vent pipe upto the outside face of wall, 32
mm. Dia. UPVC flush pipe with fittings, and
clamps 20 mm dia. UPVC over flow pipe with
mosquito proof couplings, painting to exposed
pipe and cutting and making good to the wall
and floor, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
(a) With 10 litre UPVC high level TANK
flushing cistern.
No. 3699.00 590.00
(b) ------ do ------- with water jet and
fittings
No. 4040.00 622.00
(c) -------- do ------ Without Flushing
cistern with flush cock and necessary
fittings.
No. 3398.00 498.00
(d) ------ do ------- without flushing
cistern with water jet and fittings
No. 3728.00 542.00
Spec.No.: As directed by Engineer- in-charge.
145
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
26
BDV
75
Providing and fixing European type white
glazed earthernware water closet with
syphonic trap with UPVC seat and lid with
chromium plated brass hinges including UPVC
soil and vent pipe upto the outside face of the
wall including 100 mm dia. UPVC plug bend,
inlet pipe, stop tap etc. all fittings, cutting and
making good to the walls and floor, testing etc.
complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
(a) With syphonic low level 10 litres UPVC
cistern.
No. 3564.00 542.00
(b) ------ do ------- with water jet and fittings No. 3927.00 575.00
(c) -------- do ------ Without Flushing cistern
with flush cock and necessary fittings.
No. 3182.00 456.00
(d) ------ do ------- without flushing cistern
with water jet and fittings
No. 3517.00 493.00
Spec.No.: As directed by Engineer- in-charge.
27
BDV
76
Providing and fixing anglo Indian type white
earthenware W.C.Pan with UPVC seat and
lid with chromium plated brass hinges
including UPVC soil and vent pipe upto the
outside face of the wall and 100 mm dia.
UPVC plug bend, 32 mm dia. PVC flush pipe
with fittings and clamps,20 mm dia. PVC over
flow pipe with mosquito proof coupling,
G.I.chain and pulley painting of cistern and
exposed pipe and cutting and making good to
the walls and floor, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
(a) With 10 litre UPVC high level flushing
cistern.
No. 4036.00 580.00
(b) -------- do ------ Without Flushing cistern
with flush cock and necessary fittings.
No. 3650.00 528.00
Spec.No.: As directed by Engineer- in-charge.
146
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
28
BDV
23
Providing and fixing white glazed
earthenware full stall type Urinal without
cistern, stop tap with inlet pipes and 32 mm
dia. UPVC flush pipe, with fitting and flushing
arrangement including UPVC soil pipe, UPVC
trap and soil pipe connection upto the outside
face of the wall, making good to damaged
surface testing etc. complete. (Prior approval
of sample and brand by Ex.Engineer is
necessary before use.)
No. 4893.00 528.00
Spec.No.: Bd.V.23/Page No.562
29
BDV
23A
Providing and fixing coloured glazed
earthenware full stall type Urinal without
flushing cistern with inlet pipes, UPVC flush
pipe, stop tap 32 mm dia. With fittings, UPVC
soil pipe, UPVC trap and soil pipe connection
upto the outside face of the wall, making good
to damaged surface, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 4948.00 528.00
Spec.No.: Bd.V.23/Page No.562
30
BDV
110
Providing and fixing white glazed
earthenware semi stall type urinals without
cistern, with inlet pipes stop tap, UPVC flush
pipe with fittings and flushing arrangement
including UPVC soil pipe, UPVC trap and soil
pipe connection upto outside face of wall,
making good the damaged surface, testing
etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 2246.00 393.00
Spec.No.: As directed by Engineer- in-charge.
147
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
31
BDV
111
Providing and fixing white glazed porcelene
ware lipped flat back or corner type urinals
without flushing cistern, including glazed soil
inlet pipes lead trap connection , UPVC flush
pipe with fittings and flushing arrangement,
including PVC soil pipe, UPVC trap and soil
pipe connection upto the outside face of the
wall, making good the damaged surface,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
No. 1626.00 433.00
Spec.No.: As directed by Engineer- in-charge.
32
BDV
24
Providing and fixing white glazed
earthenware urinal squatting type without
cistern with fitting, inlet pipes, stop tap, 32 mm
dia. UPVC flush pipe with fittings and spreader
arrangement including UPVC soil pipe, UPVC
trap, soil pipe connection upto the outside face
of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 2280.00 433.00
Spec.No.: Bd.V.24/Page No.563
33
BDV
26
Providing and fixing white glazed
earthenware lipped flat back corner type
Urinal without flushing cistern, inlet pipe with
stop tap, 32mm diameter UPVC pipe with
fittings, including UPVC soil pipe, trap and soil
pipe connection upto the outside face of wall,
making good the damaged surface, testing
etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 2030.00 295.00
Spec.No.: Bd.V.25/Page No.564
148
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
34
BDV
28
Providing and fixing a group of two white
glazed earthenware lipped flat back type
Urinal without flushing cistern, with inlet pipe
and stop tap, UPVC flush pipe with fittings
including UPVC soil pipe, UPVC trap and soil
pipe connections upto the outside face of the
wall, making good the damaged surface,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
No. 2596.00 433.00
Spec.No.: Bd.V. 28/Page No. 565
35
BDV
29
Providing and laying 100 mm dia. half round
white glazed earthenware pipes in 1:5:10
cement concrete bedding including bends,
making good the damaged surface, testing
etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
Rmt. 129.00 37.00
Spec.No.: Bd.V.29/Page No.565
36
BDV
30B
Providing and fixing white glazed
earthenware Wash Hand Basin of size 45
cm x 30 cm, brackets, rubber plugs and brass
chain, stop tap, chromium plated bottle trap
and necessary pipe connection including
UPVC waste pipe and trap up to the out side
face of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
a) With cold water piller tap No. 2081.00 256.00
b) With cold and hot water piller tap No. 2405.00 276.00
Spec.No.: Bd.V.30/Page No.565
149
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
37
BDV
30C
Providing and fixing coloured glazed
earthenware Wash Hand Basin of 45cm x
30cm, brackets, rubber plugs and brass chain,
stop tap, chromium plated bottle trap and
necessary pipe connection including UPVC
waste pipe and trap up to the outside face of
the wall, making good the damaged surface,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
a) With cold water piller tap No. 2310.00 255.00
b)With cold and hot water piller tap No. 2757.00 276.00
Spec.No.: Bd.V.30/Page No.565
38
BDV
30
Providing and fixing white glazed
earthenware Wash Hand Basin of 55 cm x
40 cm size, brackets, rubber plugs and brass
chain, stop tap, chromium plated bottle trap
and necessary pipe connections including
UPVC waste pipe and trap upto the out side
face of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by Ex.
Engineer is necessary before use.)
a) With cold water piller tap No. 2184.00 266.00
b) With cold and hot water piller tap No. 2546.00 284.00
Spec.No.: Bd.V.30/Page No. 565
39
BDV
30A
Providing and fixing coloured glazed
earthenware Wash Hand Basin of 55 cm x
40 cm size, brackets, rubber plugs and brass
chain, stop tap, chromium plated bottle trap
and necessary pipe connection including
UPVC waste pipe and trap upto the outside
face of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
a) With cold water piller tap No. 2460.00 276.00
b) With cold and hot water piller tap No. 2790.00 284.00
Spec.No.: Bd.V.30/Page No.565
150
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
40 Providing and fixing moulded counter type
wash hand basin including pillar tap, cold and
hot water mixer tap, brackets, rubber plug and
brass chain, stop tap, and necessary pipe
connections including, chromium plated bottle
trap, UPVC waste pipe and trap upto out side
face of the walls, making good the damaged
surface, testing etc. complete. (S.E's prior
permission to be obtained before
execution of this item.) (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
Each 10602.00 1182.00
Spec.No.: As directed by Engineer- in-charge.
41 Providing and fixing high level 10 Lit
capacity PVC cistern with fittings inlet PVC
pipe with stop tap, brackets for fixing the
cistern, 32 mm dia. PVC flush pipe with fittings
and clamps 20 mm dia. PVC overflow pipe
with mosquito proof coupling, galvanized iron
chain and pulley, painting if ordered to cistern
pipe etc. and cutting and making good the
damaged walls and testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
Per
No.
1018.00 188.00
Spec. No.: As directed by Engineer- in-charge.
42
BDV
31A
Providing and fixing white glazed
earthenware sink 450mm x 300mm x
200mm including all connections of the G.I.
supply and UPVC waste pipe and trap upto
the outside face of the wall, cold water
chromium plated screw down bib tap, rolled
steel or C.I. brackets, rubber plug with chain
and stop tap, making good the damaged
surface, chromium plated bottle trap, testing
etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before
use.)
No. 1890.00 216.00
Spec.No.: Bd.V.31/Page No.566
151
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
43
BDV
31
Providing and fixing white glazed
earthenware sink 600 mm x 450 mm x 200
mm including all connections of the G.I.
supply and UPVC waste pipe and trap upto
the outside face of the wall, cold water
chromium plated screw down bib tap, rolled
steel or C.I. brackets, rubber plug with chain
and stop tap, bottle trap, making good the
damaged surface, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 2843.00 235.00
Spec.No.: Bd.V.31/Page No.566
44
BDV
30D
Providing and fixing Strainless Steel sink of
size 600 mm x 450 mm x 250 mm ( 1 mm
thick) UPVC waste pipe upto outside face of
wall, or upto nahani trap cold water chromium
plated screw down bib tap, rubber plug and
brass chain, making good the damaged
surface, etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
No. 2861.00 334.00
Spec.No.: Bd.V.30/Page No. 565
45
BDV
32
Providing and fixing 8 cm C.I. Nahani Trap
(long arm) including symet grating, bend,
connecting piece of C.I. pipe upto the outside
face of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 711.00 110.00
Spec.No.: Bd.V.32/Page No.567
46
BDV
32A
Providing and fixing 10cm C.I.Nahani Trap
(long arm) including symet grating, bend,
connecting piece of C.I.pipe upto the outside
face of the wall, making good the damaged
surface, testing etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 797.00 148.00
Spec.No.: Bd.V.32/Page No.567
152
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
47 Providing and fixing 8 cm. Rigid PVC. Nahani
Trap including P.V.C. grating, bend,
connecting piece of UPVC pipe up to the
outside face of the wall, making good the
damaged surface, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 246.00 84.00
Spec.No.: As directed by Engineer- in-charge
48 Providing and fixing 10 cm Rigid PVC Nahani
Trap including PVC grating, bend, connecting
piece of P.V.C.pipe of required diameter, pipe
up to the outside face of the wall, making good
the holes and repairs, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 336.00 88.00
Spec.No.: As directed by Engineer- in-charge
49
BDV
38
Providing and fixing 15 cm x 10 cm salt
glazed stoneware gully trap in cement
concrete 1:4:8 outside the building including
symet grating in the sink, connecting glazed
stoneware pipe, brick masonry chamber with
R.C.C. lid and Symet grating for the gully trap,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
No. 788.00 112.00
Spec.No.: Bd.V.38/Page No.572
50
BDV
130
Providing and fixing in position 40 mm. Heavy
type alkathene pipe for drainage
connections including cutting, boring holes in
wood work or masonry if necessary, making
connections of pipe to sink and giving test for
no leakages, making good the damaged
surface etc. complete. (Prior approval of
sample by Ex.Engineer is necessary before
use.)
Rmt. 62.00 22.00
Spec.No.:As directed by Engineer- in-charge.
153
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
51
BDV
36A
Providing and fixing asbestos cement soil /
vent / waste pipe of required diameter with
necessary fixtures and fittings such as bends,
tees, single junction, double junction, slotted
vent, offsets on walls or in the ground
including filling joints with cement mortar 1:2,
painting with red lead oil base coat and two
coats of anticorrosive paint including fixing
pipes on walls by means of nails, driven
through wooden lugs in wooden holder
battens, fixed with concrete block and
supported on ground floor by C.C. 1:2:4, block
of 30 x 30 cm size, testing etc. complete.
(Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
(a) 75 mm dia. Pipe Rmt. 201.00 59.00
(b) 100 mm dia. Pipe Rmt. 254.00 102.00
(c)150 mm dia. Pipe Rmt. 282.00 115.00
Spec.No.: Bd.V.36/Page No.571
52 Providing and fixing UPVC SOIL / VENT /
WASTE SWR pipe of required diameter
conforming to I.S.-13592, and I.S.-4985 to
withstand continous internal hydroulic
pressure of 4 kg/cm2 including necessary
fixtures and fittings, such as bends, tees,
single junctions, double junctions and joining
with rubber rings and lubricants, on wall by
means of clips or in ground including
necessary excavation, laying refilling, trench
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
(a) 75 mm dia. Pipe Rmt. 265.00 39.00
(b) 110 mm dia. Pipe Rmt. 396.00 41.00
(c) 160 mm dia. Pipe Rmt. 593.00 55.00
Spec.No.: As directed by Engineer- in-charge
154
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
53 Providing and fixing in position unplasticized
poly venyl-chloride (UPVC) ultra voilet rays
stabilised 110 mm outer diameter rain
water SWR pipe conforming to I.S. 4985 and
I.S.13592,including necessary fittings, such as
PVC grating, bends, with door, PVC clamps,
horse shoes at bottom, rubber ring and
making connections water tight with solvent,
cement including making holes in masonary
concrete redoing the same in C.M. 1:3, curing,
testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
Rmt. 243.00 40.00
Spec.No.: As directed by Engineer- in-charge.
54
BDV
41
Providing and Laying concrete pipes of
I.S.NP.2 class of required diameter in proper
line, level and slope including necessary
collars, laying, fixing with collars in cement
mortar 1:1 and refilling the trench etc.
complete. ( Excluding Excavation )
(a ) 225 mm dia. Rmt. 443.00 83.00
(b) 300 mm dia. Rmt. 565.00 102.00
Spec.No.: Bd.V.41/Page No.573
55
BDV
43
Providing and constructing Brick Masonry
Inspection Chamber 60 cm x 45 cm x 60 cm
including 1:4:8 cement concrete foundation,
1:2:4 cement concrete channels, Brick
Masonry, plastering from inside and air- tight
R.C.C. lid with frame fixed in cement concrete,
curing, testing etc. complete.
a) Without Reinforced cement concrete raft
in B.C. soil area including cost of
reinforcement
No. 3330.00 532.00
b) With Reinforced cement concrete raft in
B.C. soil area including cost of
reinforcement
No. 3789.00 611.00
Spec.No.: Bd.V.43/Page No.574
155
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
56
BDV
43A
Providing and constructing Brick Masonry
Inspection Chamber 90 cm x 45 cm x 60 cm
including 1:4:8 cement concrete foundation,
1:2:4 cement concrete channels, Brick
Masonry, plastering from inside and airtight
R.C.C.lid with frame fixed in cement concrete,
curing, testing etc. complete.
a) Without Reinforced cement concrete raft
in B.C. soil area including cost of
reinforcement
No. 4999.00 689.00
b) With Reinforced cement concrete raft in
B.C. soil area including cost of
reinforcement
No. 5924.00 750.00
Spec.No.: Bd.V.43./Page No.574
57
BDV
44
Providing and constructing Brick Masonry
intercepting trap Chamber 90cm x 45cm
including 1:4:8 C.C. foundation 1:2:4 C.C.
channels/salt glazed stoneware intercepting
trap with rodding pipe set in 1:4:8 cement
concrete block, brick masonry plastering
inside and outside, R.C.C.lid with frame fixed
in cement concrete, curing, testing etc.
complete.
No. 5345.00 719.00
(a) with Reinforced cement concrete raft in
B.C. soil area including cost of
reinforcement
No. 5591.00 788.00
Spec.No.: Bd.V.44/Page No.575
58 Providing and fixing in postion unplasticized
polyvinyl chloride (UPVC) ultra violet
stabilized 110 mm outer diameter cowl
dome conforming to I.S.4985 including
making joints with solvent cement etc.
complete.
No. 43.00 7.00
Spec.No.: As directed by Engineer- in-charge
59
BDV
Providing and fixing reinforced cement
concrete cover of 7.5cm thick over manhole
and inspection chamber including mild steel
reinforcement, curing testing etc. complete.
(1.15 m x 0.6 m. size) (Prior approval of
sample and brand by Ex.Engineer is
necessary before use.)
No. 542.00 89.00
Spec.No.: As directed by Engineer- in-charge.
156
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
60
BDV
Providing and fixing reinforced cement
concrete round cover of 7.5 cm thick over
manhole and inspection chamber including
mild steel reinforcement etc.complete. (1.25 m
dia.) (Prior approval of sample and brand
by Ex.Engineer is necessary before use.)
No. 706.00 109.00
Spec.No.: As directed by Engineer- in-charge.
61
BDV
46
Providing soak pit of size 120 cm x 120 cm x
120 cm including excavating and filling with
brick bats as per drawing etc. complete.
No. 909.00 316.00
Spec.No.: Bd.V.46/Page No.576
62
BDV
126
Providing effluent channel 1.00 M. x 1.00 M.,
filling with boulder 6 cm. to 20 cm. Size, hand
packing and spreading murum at top etc.
complete.
Rmt. 341.00 135.00
Spec.No.: As directed by Engineer- in-charge.
63
BDV
59
Providing and fixing 450 mm x 550 mm size
superior type mirror with 16 mm dia. Nickel
plated towel rod etc. complete. (Prior
approval of sample and brand by
Ex.Engineer is necessary before use.)
No. 465.00 38.00
Spec.No.: As directed by Engineer- in-charge
64
BDV
67
Providing and fixing chromium plated towel
rod 16 mm dia. And 75cm. in length including
all accessories complete. (Prior approval of
sample and brand by Ex. Engineer is
necessary before use.)
No. 172.00 40.00
Spec.No.: As directed by Engineer- in-charge.
157
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
65
BDV
86
Providing and fixing Glass Shelf 125 mm.
Wide and 600 mm. long with necessary
chromium plated brackets, providing T.W.
gutties etc. complete.
No. 116.00 48.00
Spec.No.: As directed by Engineer- in-charge.
66
BDV
39
P-573
Providing and fixing 100 mm dia. Salt Glazed
Stoneware pipe including fittings such as
bends, tees, single junctions, double junctions,
laying, jointing (excluding excavation and
refilling the trenches) etc. (Cement: 1.87 kg
per m)
Rmt. 197.00 84.00
Spec.No.: As directed by Engineer- in-charge.
67
BDV-39
P-573
Providing and fixing 150 mm dia. Salt Glazed
Stoneware pipe including fittings such as
bends, tees, single junctions, double junctions,
laying, jointing (excluding excavation and
refilling the trenches) etc.complete
(Cement: 2.24 kg per m)
Rmt. 276.00 67.00
Spec.No.: As directed by Engineer- in-charge.
68
BD/V-39
P-573
Providing and fixing 225 mm dia. Salt Glazed
Stoneware pipe including fittings such as
bends, tees, single junctions, double junctions,
laying, jointing (excluding excavation and
refilling the trenches) etc. (Cement: 4.04 kg
per m)
Rmt. 316.00 68.00
Spec.No.: As directed by Engineer- in-charge.
158
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
69
BDV
35
Providing and fixing 100 mm. Diameter cast
iron centrifuguly spurn soil/ vent/ waste
pipes with necessary fixtures and fitting such
as bends, tees, single junction, double
junction, slotted vent offsets on walls or in the
ground including filling joints with lead with
read lead oil paint coat and two coats of
anticorrosive paint including fixing the pipe on
walls by means of nails driven through lugs in
wooden holder/battens and supported on
ground floor by C.C. 1:2:4 of 30 cm. x 30 cm.
size blocks complete.
Rmt. 958.00 118.00
Spec. No.: BD.V.36 Page No. 571.
70
BDV
35A
Providing and fixing 75 mm. Diameter cast
iron centrifuguly spurn soil/ vent/ waste
pipes with necessary fixtures and fitting such
as bends, tees, single junction, double
junction, slotted vent offsets on walls or in the
ground including excavation, laying, refilling
the trench and painting the exposed pipe with
oil paint complete.
Rmt. 799.00 110.00
Spec. No.: BD.V.35 Page No. 571.
71
BDV
65
Providing and fixing Indian type white glazed
earthenware 635 mm water closet pan
including 'S' trap with earthenware foot rests,
UPVC soil and vent pipe upto outside face of
the wall 1:2:4 brick bat lime concrete bedding
without flushing tank and its accessories
etc. complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before
use.)
No. 1396.00 410.00
Spec. No.; As directed by Engineer-in-charge.
72
BDV
66
Providing and fixing Indian type white glazed
earthenware 675 mm water closet pan
including 'S' trap with earthenware foot rests
UPVC soil and vent pipe upto outside face of
the wall 1:2:4 brick bat lime concrete bedding
without flushing tank and its accessories
etc. complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before
use.)
No. 1472.00 404.00
Spec. No.: As directed by Engineer in-charge.
159
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
73
BDV
91
Providing and fixing white glazed pedestal
for W.H.B. of approved size and quality
testing etc. complete. (Prior approval of
sample and brand by Ex. Engineer is
necessary before use.)
No. 941.00 74.00
Spec. No.: As directed by Engineer- in-charge.
74
BDV
92
Providing and fixing colour glazed pedestal
for W.H.B. of approved size and make and
quality testing etc. complete. (Prior approval
of sample and brand by Ex. Engineer is
necessary before use.)
No. 1025.00 74.00
Spec.No.: As directed by Engineer-in-charge.
75
BDV
131
Cleaning septic tank upto 1.5 Cu.m. capacity
or equivalent testing etc. complete.
No. 1061.00 985.00
Spec. No. : As directed by Engineer- in-
charge.
76
BDV
132
Cleaning septic tank more than 1.5 Cu.m.
capacity, add for each additional Cu.m.
capacity.
Cum. 234.00 195.00
Spec. No. : As directed by Engineer- in-
charge.
77 Replacement of internal fittings of PVC
cisterns including removing old fittings etc.
complete.
No. 277.00 117.00
Spec. No. : As directed by Engineer- in-
charge.
160
Completed Labour
1 Providing general pest control services to the
building to control the nuisance of the cockcroaches,
lizards, bedbugs and other insects etc. with four
operations in a year and monthly check up.
Sq.m. 15.75 8.54
Spec.No.: As directed by Engineer- in-charge.
2 Providing general pest control services to small size
inspection chambers to control nuisance of the
cockcroaches during the year with monthly check up.
No. 68.25 10.98
Spec.No.: As directed by Engineer- in-charge.
3 Providing general pest control services to big size
inspection chamber to control nuisance of the
cockcroaches, etc. complete during years with monthly
check up.
No. 120.75 8.54
Spec.No.: As directed by Engineer- in-charge.
4 Providing and fixing Net-lon or equivalant type
extruded mosquito proof netting properly cut to the
size and stiched with Nylon thread and squarely fixed
with 20 mm vetrohood and loop fastening system for
removal and refixing complete as per drawing and as
directed by Engineer- in - charge. (Prior permission of
S.E is necessary before inclusion of item in estimate)
Sq.m. 378.00 71.98
Spec.No.: As directed by Engineer- in-charge.
BD-W MISCELLANEOUS
(a) ANTITERMITE AND PEST CONTROL
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
161
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
5 Providing Preconstructional Antitermite treatment by
treating the bottom surface and the sides of
excavation at the rate of 3 litres of emulsion concentrate
of one percent concentration of CHLORPYRIFOC 20%
EC, ISI approved conforming (I.S.8944), (i.e by diluting 5
ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and
spraying by high volume sprayer on one square metre
surface area with ten years guarantee bond as per
I.S.6313 (Part II 1971) .
Sq.m 63.00
Spec.No.: As directed by Engineer- in-charge.
6 Providing Preconstruction Antitermite treatment by
treating the back fill in immediate contact with
foundation at the rate of 5 litres of an emulsion
concentrate of one percent concentration of
CHLORPYRIFOC 20% EC ISI approved conforming to
I.S.8944 per square metre of vertical surface area by
high volume sprayer with ten years guarantee bond as
per I.S. 6313 (Part II) of 1971.
Sq.m. 113.40
Spec.No.: As directed by Engineer- in-charge.
7 Providing Preconstructional Anti- termite treatment
by treating the top surface of plinth filling at the rate
of 5 litres of emulsion concentrate of one percent
concentration of CHLORPYRIFOC 20% EC ISI
approved conforming (I.S.8944) to per square metre of
surface area by high volume sprayer with ten years
guarantee bond as per I.S.- 6313 (Part III) of 1971.
Sq.m. 113.40
Spec.No.: As directed by Engineer- in-charge.
162
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
8 Providing Postconstructional Anti- termite treatment
to the soil along the external wall by punching holes of
1.2 to 1.5 cm diametre about 30 to 60 cm deep at 15 cm
centre to centre as close to the wall as possible and
inject one percent concentration of CHLORPYRIFOC
20% EC ISI approved conforming (I.S.8944)at the rate of
7.5 litre emulsion concrete per square metre and sealing
the same with proper filling with two years guarantee
bonds as per I.S.6313 (Part III) of 1971.
Sq.m. 152.25
Spec.No.: As directed by Engineer- in-charge.
9 Providing exhaustive Antitermite treatment to the
wooden frames by drilling 6 mm holes at four corners or
as directed on one side, at downward angle of 45 degree
at junction of wood work and masonry and in between,
as instructed by Engineer, as per requirement, at the
rate of 75 ml of chlorodane of 58 percent emulsion
concentrate and filling with putty, etc. with two years
guarantee bond as per I.S. – 6313 (Part III) of 1971.
Sq.m. 31.50
Spec.No.: As directed by Engineer- in-charge.
10 Providing exhaustive Antitermite treatment to the
wooden beams by injecting antitermite chemical
emulsion at four corners or as directed, on one side at
downward angle of 45 degree at wooden joints and
masonry and in between as instructed by engineer, as
per requirement at the rate of 80 ml of chlorodane of 58
percent emulsion concentrate per joint or more as per
requirement and filling with putty, etc. with two years
guarantee bond as per I.S.- 6313(Part III) of 1971.
No. 21.00
Spec.No.: As directed by Engineer- in-charge.
163
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
11 Providing post constructional exhaustive Antitermite
treatment to the sides of flooring by injecting one
percent of chlorodane emulsion concentrate at the rate
of 50 ml per hole of 6mm diameter drilled at a distance of
30 cm centre to centre or more as per requirement and
sealing the same with proper filling with two years
guarantee bond as per I.S. 6313 (Part III) of 1971.
No. 8.40
Spec.No.: As directed by Engineer- in-charge.
12 Providing post constructional exhaustive Antitermite
treatment around the periphery by excavating
trenches of 20 cms width and exposing the sides of
columns and plinth beams upto a depth of 300 mm by
injecting one percent of cholordane emulsion
concentrate at the rate of 2.25 litres per running metre or
more as per requirement with two years guarantee bond
as per I.S.6313 (Part III) of 1971.
Rmt. 26.25
Spec.No.: As directed by Engineer- in-charge
164
Completed Labour
1
BDW
2A
Guniting by dry mix process as per I.S. 9012 (1978) to
ceilings, soffit & sides etc. in C.M. 1:3 proportion with
admixture (guniting aid ie microsilica or sifumex-100 D
powder) as per specified thickness under pressure 2.1
kg to 2.8 kg per Sq. cm. including forms, scaffolding,
curing for 14 days etc. complete. (Excluding welded
mesh reinforcement)
(i) ------ do ------ 25 mm thick Sq.m 430.00 58.00
(ii) ------ do ------ 40 mm thick Sq.m 600.00 77.00
(iii) ------ do ------ 50 mm thick Sq.m 725.00 96.00
Spec.No.: Bd.W.2./Page No.582
2
BDW
43
Guniting by dry mix process as per I.S. 9012 (1978) to
ceilings,soffit & sides etc. in C.M. 1:3 proportion with
admixture (guniting aid ie microsilica or sifumex-100 D
powder) and 50 mm thick under pressure 2.1 kg to 2.8
kg per Sq. cm. including welded mesh of size 75 mm x
75 mm x 10 guage as reinforcement with fixing by
anchor bolts with forms, scaffolding, curing for 14 days
etc. complete.
Sq.m. 1040.00 100.00
Spec.No.: As directed by Engineer- in-charge.
3 Providing and applying approved epoxy resin before
guniting to have perfect bond between old concrete or
masonry and guniting by nylon brushes scaffolding
labour etc. complete.
Sq.m. 300.00 35.00
Spec.No.: As directed by Engineer- in-charge.
4 Providing and fixing welded mesh fabric for guniting
of mesh size 75 mm x 75 mm and 10 gauge thick
including scaffolding etc. complete.
Sq.m. 215.00 44.00
Spec.No.: As directed by Engineer- in-charge.
(b) GUNITING
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
(In Rs)
165
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
(In Rs)
5 Providing and applying sand blasting to concrete
surface to clean all loose,rust,dirt by mechanical means
of compressor,blasting gun etc complete.
Sq.m 140.00 23.00
Spec.No.: As directed by Engineer- in-charge.
6 Providing and applying two coats of anticorrosive
epoxy phenolic IPNET RB rebar protective system on
exposed reinforcement and concrete penetrating
corrosion inhibitor EPCO KP-100 or equivalent over
adjoining concrete surface including chipping out loose
concrete,cleaning the surface with wire brush etc.
complete.
Sq.m 255.00 32.00
Spec.No.: As directed by Engineer- in-charge.
166
Completed Labour
1
BDW
3A
Providing and erecting 1.2 metre high wire
fencing with five rows of barbed wire
supported on M.S. Angles (50 mm x 50 mm x
6mm) at 2.5 m. centre to centre including
excavating pits for foundation, fixing posts in
cement concrete 1:4:8 of size 45 x 45 x 45
cm., fastening the wire and painting the M.S.
Angles with one coat of red lead primer and
two coats of painting etc. complete.
Rmt. 392.00 60.00
(a) ------- " ----------- with precast concrete
poles in M-15 concrete.
Rmt. 382.00 60.00
Spec.No.: Bd.W.3/Page No.583
2
BDW
6A
Providing and fixing mild steel grill gate as
per the detailed drawing including hinges,
locking arrangements and painting in three
coats of oil paint of approved colour and
shade etc. complete. (weight 18 kg. to 20 kg.
Per Sq.m.)
Sq.m 1660.00 135.00
Spec.No.: As directed by Engineer- in-charge.
3
BDW
6
Providing and fixing mild steel grill gate with
angle iron frame 65 mm x 65 mm x 10 mm
with iron bars at 150 mm C/C and diagonal
flats as per the detailed drawing including
hinges, pivot blocks locking arrangement
welding, revetting with oil painting in three
coats of approved colour shade. (Weight of
gate 35 kg/Sq.m.)
Sq.m. 2001.00 115.00
Spec.No.: Bd.W.6/Page No.585
(c) FENCING WORK
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
167
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
4 Providing and erecting 1.20 m. high chain
link fencing with chain link having hole size
65 mm x 65 mm supported on M.S.angle post
of size 50 mm x 50 mm x 6 mm with M.S. flat
of size 50 mm x 5 mm for fastening chain link
with post angle at 2.40 m c/c including
excavating pits for foundation fixing post in
C.C. 1:4:8 of size 45 cm x 45 cm x 45 cm
fixing chain link with 3.25 mm ( 10 guage ) G.I.
wire and M.S. flat of size 40 mm x 5 mm
provided at top and bottom and with oil paint
etc. complete.
Rmt. 670.00 71.00
Spec.No.: As directed by Engineer- in-charge
5 Providing and erecting 1.20 mtr high welded
square mesh fencing with welded square
mesh of 3 mm thick G.I. wire &having hole
size 40 mm x 40 mm supported on M.S. angle
post of size 50 mm x 50 mm x 6 mm as with
M.S. flat of size 40 mm x 5 mm nut bolted with
support angle including fixing post in C.C.
1:4:8 block and fastening with welded square
mesh painting the exposed structural steel
work etc. complete.
Rmt. 621.00 90.00
Spec.No. : As directed by Engineer- in-charge.
168
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
6 Providing and erecting including fabricating
0.90 Mt.high decorative type chain link
fencing with panelling made out of M.S. angle
50 mm x 50 mm x 6 mm for frame work with
M.S. flat 40 mm x 5 mm welded for fastening
chain link with frame angle and chain link
mesh of 10 gauge & having hole size 65 mm x
65 mm panelling supported on post made of
M.S. flat 50 mm x 6 mm on either side of
pannel including fixing posts in C.C. 1:4:8
block and fastening the chain link, painting the
exposed structural steel work with oil paint
(M.S.flat post to be 1.05 Mtr. in height above
ground level), including constructing BB
masonary 23 cm thick 0.50 m. in ht. (0.20 m
below G.L. and 0.30 m. above G.L.) including
cement plaster in C.M.1:5 and colour washing
etc. complete.
Rmt. 1581.00 187.00
(a)------ do -------- Excluding B.B. masonary Rmt. 1052.00 142.00
Spec.No. : As directed by Engineer- in-charge.
169
Completed Labour
1
BDW
8 -3E
Removing single country tiled roof with
battens and stacking the materials as directed
with all leads and lifts etc. complete.
Sq.m. 35.00 35.00
Spec.No.: As directed by Engineer- in-charge.
2
BDW
8B
Removing double country tiled roof and
ridge tiles with ridge and battens and stacking
the materials as directed with all leads and
lifts, complete including removing wood work
below.
Sq.m. 45.00 45.00
Spec.No.: As directed by Engineer- in-charge.
3
BDW
8A
Removing Manglore tiled roof and ridge tiles
with battens, ridge and barge boards, eaves
boards etc. and stacking the materials as
directed with all leads and lifts complete.
Including removing wood work below.
Sq.m. 40.00 40.00
Spec.No.: As directed by Engineer- in-charge.
4 Removing and resetting Manglore tiles from
roof including refixing loose battens.
Sq.m. 22.00 22.00
Spec.No.: As directed by Engineer- in-charge
5 Removing G.I. and A.C sheet roof covering
and stacking them as and where directed in
the compound, including scaffolding etc.
complete.
Sq.m. 23.00 23.00
Spec.No.: As directed by Engineer- in-charge.
(d) DISMANTALING
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
170
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
6 Removing G.I. and A.C sheet roofing
including purlins and rafters etc. including
sorting out serviceable and unserviceable
material and stacking the same as and where
directed in the compound, including
scaffolding etc. complete.
Sq.m. 29.00 29.00
Spec.No.: As directed by Engineer- in-charge.
7 Removing R.S.girders of any size and span
lowering the same and stacking neatly where
ever directed in compound,scaffolding etc.
complete for all height.
M.T. 920.00 920.00
Spec.No.: As directed by Engineer- in-charge.
8
BDW
8-3D
Dismantling the R.C.C. work 1:2:4 and sorting
out the materials such as steel etc. as directed
and stacking them within the specified lead as
directed.
Cu.m. 792.00 792.00
Spec.No.: As directed by Engineer- in-charge.
9
BDW
8D
Removing planking from roof or ceiling and
stacking them as directed with all leads and
lifts etc. complete.
Sq.m. 17.00 17.00
Spec.No.: As directed by Engineer- in-charge.
10
BDW
8E
Removing queen post truss from roof and
stacking the materials as directed with all
leads and lifts etc. complete.
No. 168.00 168.00
Spec.No.: As directed by Engineer- in-charge.
171
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
11
BDW
8F
Removing king post truss from roof and
stacking the materials as directed with all
leads and lifts etc. complete.
No. 155.00 155.00
Spec.No.: As directed by Engineer- in-charge.
12
BDW
8G
Removing other type truss below 5 M span
from roof and stacking the materials as
directed with all leads and lifts etc. complete.
No. 132.00 132.00
Spec.No.: As directed by Engineer- in-charge.
13
BDW
8J
Dismantling flat wooden or A.C. sheet
ceiling with frame work including stacking the
materials as directed with all leads, lifts etc.
complete.
Sq.m. 35.00 35.00
Spec.No.: As directed by Engineer- in-charge.
14
BDW
8K
Removing cloth ceiling including frame work
and stacking the materials as directed with all
leads, lifts etc.complete.
Sq.m. 10.00 10.00
Spec.No.: As directed by Engineer- in-charge.
15 Removing the tiles battens and dungree
cloth, purlins, rafters, ridges etc. from roof,
sorting out serviceable and unserviceable
materials and stacking the same as and where
directed in the compound scaffolding etc.
complete.
Sq.m. 31.00 31.00
Spec.No.: As directed by Engineer- in-charge.
172
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
16
BDW
8-3F
Removing battens from roof and stacking
them as directed with all leads and lifts etc.
complete.
Rmt. 4.00 4.00
Spec.No.: As directed by Engineer- in-charge.
17
BDW
8 -3G
Removing matting from roof and stacking as
directed with all leads and lifts etc. complete.
Sq.m. 2.00 2.00
Spec.No.: As directed by Engineer- in-charge.
18
BDW
8-3H
Removing purlins from roof including
stacking as directed with all leads, lifts etc.
complete.
Rmt. 4.00 4.00
Spec.No.: As directed by Engineer- in-charge.
19
BDW
8-3I
Removing rafters from roof including the
materials as directed with all leads, lifts etc.
complete.
Rmt. 4.00 4.00
Spec.No.: As directed by Engineer- in-charge.
20
BDW
8-4
Removing cloth partition with frame work
and stacking the materials as directed with all
leads, lifts etc. complete.
Sq.m. 2.00 2.00
Spec.No.: As directed by Engineer- in-charge.
21
BDW
8-1G
Removing doors and windows with frames
and stacking the materials as directed with all
leads, lifts etc. complete.
No. 78.00 78.00
Spec.No.: As directed by Engineer- in-charge.
173
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
22
BDW
8-1H
Removing ventilators and small windows
with frame and stacking the materials with all
leads, lifts etc. complete.
No. 78.00 78.00
Spec.No.: As directed by Engineer- in-charge.
23
BDW
9-1I
Removing wooden or A.C. partition
including frame work and stacking the
material as directed with all leads, lifts etc.
complete.
Sq.m. 12.00 12.00
Spec.No.: As directed by Engineer- in-charge.
24
BDW
8-2
Removing teak wood trellies work with
frame including stacking the materials as
directed with frame all leads, lifts etc.
complete.
Sq.m. 12.00 12.00
Spec.No.: As directed by Engineer- in-charge.
25
BDW
8-2C
Dismantling wooden floor including beams
and joists, stacking the materials as directed
with all leads, lifts etc. complete.
Sq.m. 9.00 9.00
Spec.No.: As directed by Engineer- in-charge.
26
BDW
8-2D
Removing cement or lime plaster including
disposing of the spoils as directed with all
leads, lifts etc. complete.
Sq.m. 17.00 17.00
Spec.No.: As directed by Engineer- in-charge.
27
BDW
8-2E
Removing mud plaster including disposing of
the spoils as directed with all leads, lifts etc.
complete.
Sq.m. 5.00 5.00
Spec.No.: As directed by Engineer- in-charge.
174
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
28
BDW
8-1
Dismantling brick masonry in mud mortar
and stacking the materials as directed with all
leads, lifts etc. complete.
Cu.m. 90.00 90.00
Spec.No.: As directed by Engineer- in-charge.
29
BDW
8-1A
Dismantling brick masonry in lime or
cement mortar and stacking the materials as
directed with all leads, lifts etc. complete.
Cu.m. 161.00 161.00
Spec.No. : As directed by Engineer-in-charge.
30
BDW
8-1B
Dismantling stone masonry in mud including
stacking the materials as directed with all
leads, lifts etc. complete.
Cu.m. 99.00 99.00
Spec.No.: As directed by Engineer- in-charge.
31
BDW
8-1C
Dismantling stone masonry in lime or
cement mortar including stacking the
materials as directed with all leads, lifts etc.
complete.
Cu.m. 184.00 184.00
Spec.No.: As directed by Engineer- in-charge.
32
BDW
8-2.1
Removing cement tiles, or marble or
polished shahabad floor or dado without
bed concrete including stacking the materials
as directed with all leads, lifts etc. complete.
Sq.m. 45.00 45.00
Spec.No.: As directed by Engineer- in-charge.
33
BDW
8-2B
Removing Shahabad or Tandur stones from
floor without bed concrete including stacking
the materials as directed with all leads, lifts
etc. complete.
Sq.m. 38.00 38.00
Spec.No.: As directed by Engineer- in-charge.
175
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
34
BDW
8-1E
Removing rich mix cement concrete
including stacking the spoils as directed with
all leads, lifts etc. complete.
Cu.m. 853.00 853.00
Spec.No.: As directed by Engineer- in-charge.
35
BDW
8-1F
Removing brick bat coba including stacking
the spoils as directed with all leads, lifts etc.
complete.
Cu.m. 117.00 117.00
Spec.No.: As directed by Engineer- in-charge.
36
BDW
8-1D
Removing lime or lean cement concrete
including stacking the spoils as directed with
all leads, lifts etc.complete.
Cu.m. 344.00 344.00
Spec.No.: As directed by Engineer- in-charge.
37
BDW
8-2A
Removing trap stone from floor without bed
concrete including stacking the materials as
directed with all leads, lifts etc. complete.
Sq.m. 35.00 35.00
Spec.No.: As directed by Engineer- in-charge.
38
BDW
8-2F
Removing wire fencing with wooden post
and stacking the material with all leads, lifts
etc. complete.
Rmt. 5.00 5.00
Spec.No.: As directed by Engineer- in-charge.
39
BDW
8-2G
Removing wire fencing with iron/ C.C.
fencing posts and stacking the materials as
directed with all leads, lifts etc. complete.
Rmt. 7.00 7.00
Spec.No.: As directed by Engineer- in-charge.
176
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
40
BDW
8-2H
Removing iron pipe railing having wooden
R.C.C. or C.C. or iron posts and stacking the
materials as directed.
Rmt. 7.00 7.00
Spec.No.: As directed by Engineer- in-charge.
41
BDO
8B
Removing old paint from steel and other
metal surface with flame, cleaning and
making the surface even and scaffolding etc.
complete.
Sq.m. 18.00 18.00
Spec.No.: As directed by Engineer- in-charge.
42
BDO
82
Removing old paint from steel and other
metal surface with hand scrapping,
cleaning and making the surface even and
scaffolding etc. complete.
Sq.m. 6.00 6.00
Spec.No.: As directed by Engineer- in-charge.
43
BDW
15
Removing Urinal Pans or W.H.B. with frame
including disconnecting the sanitary and water
supply connections, removing the same
carefully and stacking the serviceable
materials as and where directed including
throwing the unserviceable materials outside.
No. 54.00 54.00
Spec.No.: As directed by Engineer- in-charge.
44
BDW
16
Removing W.C. Pan including disconnecting
the sanitary and water supply connections,
removing and breaking flooring and bed
concrete around pan centre to centre including
removing the same carefully and stacking
serviceable materials as and where directed
including throwing the unserviceable material
out side etc complete
No. 118.00 118.00
Spec.No.: As directed by Engineer- in-charge.
177
Completed Labour
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
45
BDW
16
Scraping out old white wash/colour wash
by, brushing and or scraping by sand paper
and preparing the wall surface smooth
including necessary repairs to scratches etc.
complete.
Sq.m. 2.00 2.00
Spec.No.: As directed by Engineer- in-charge.
46
BDW
16
Scraping out old white wash/colour
wash/distemper by brushing and or scraping
by sand paper and preparing the wall
surface by applying full putty of approved
make to complete surface, scraping with sand
paper and making smooth surface to receive
further painting coats etc. complete.
Sq.m. 10.00 10.00
Spec.No.: As directed by Engineer- in-charge.
47
BDW
16
Transportation of material obtained from
debris of various sorts including necessary
excavation/ loosing including loading,
unloading and conveying and disposing as
directed.
(a) For 1 Km. Cu.m. 234.00 0.00
(b) For 2 Km. Cu.m. 252.00 0.00
(c ) For 3 Km. Cu.m. 270.00 0.00
(d) For 4 Km. Cu.m. 288.00 0.00
(e) For 5 Km. Cu.m. 306.00 0.00
Spec.No.: As directed by Engineer- in-charge.
178
Completed Labour
1
BR
3A1
Excavation for foundation in earth, soils of all
types, sand, gravel soft murum etc. including
shoring and strutting as necessary and disposing
off excavated stuff within lead of 100 m as
directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 168.00 168.00
b) Above 1.50 metre to 3.00 metre Cu.m. 184.00 184.00
c) Above 3.00 meter to 6.00 metre Cu.m. 198.00 198.00
d) Above 6.00 metre Cu.m. 218.00 218.00
Spec.No.: BR.3/Page No.102
2
BR
3A2
Excavation for foundation in earth, soils of all
types, sand, gravel soft murum etc. for cut off
wall including shoring and strutting as necessary
and disposing off excavated stuff within a lead of
100 m as directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 228.00 228.00
b) Above 1.50 metre to 3.00 metre Cu.m. 251.00 251.00
Spec.No.: BR.3/Page No.102
3 Excavation for foundation and raft in marshy
soil including shoring and strutting as necessary
and disposing off excavated stuff within a lead of
100 m as directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 359.00 359.00
b) Above 1.50 metre to 3.00 metre Cu.m. 366.00 366.00
Spec.No.: BR.3/Page No.102
RATE FOR 2014-15
(In Rs. )
BR :- BRIDGE WORK
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
179
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
4
BR
3B
Excavation for foundation in hard murum
including shoring and strutting as necessary and
disposing off excavated stuff within lead of 100 m
as directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 212.00 212.00
b) Above 1.50 metre to 3.00 metre Cu.m. 226.00 226.00
c) Above 3.00 meter to 6.00 metre Cu.m. 239.00 239.00
d) Above 6.00 metre Cu.m. 251.00 251.00
Spec.No: BR.3/Page No.102
5
BR
3C
Excavation for foundation in hard murum and
boulders including shoring and strutting as
necessary and disposing off excavated stuff within
lead of 100 m as directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 224.00 224.00
b) Above 1.50 metre to 3.00 metre Cu.m. 240.00 240.00
c) Above 3.00 meter to 6.00 metre Cu.m. 250.00 250.00
d) Above 6.00 metre Cu.m. 267.00 267.00
Spec.No.: BR.3/Page No.102
6
BR
3D
Excavation for foundation in soft rock and
including shoring and strutting as necessary and
disposing off excavated stuff within lead of 100 m
as directed etc. complete.
a) Lift upto 1.5 metre Cu.m. 399.00 399.00
b) Above 1.50 metre to 3.00 metre Cu.m. 405.00 405.00
c) Above 3.00 meter to 6.00 metre Cu.m. 410.00 410.00
d) Above 6.00 metre Cu.m. 421.00 421.00
Spec.No.: BR.3/Page No.102
180
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
7
BR
3E
Excavation for foundation including shoring and
strutting as necessary and disposing off
excavated stuff within a lead of 100 m as directed
in hard rock (blasted).
a) Lift upto 1.5 metre Cu.m. 457.00 295.00
b) Above 1.50 metre to 3.00 metre Cu.m. 468.00 312.00
c) Above 3.00 meter to 6.00 metre Cu.m. 482.00 336.00
d) Above 6.00 metre Cu.m. 494.00 361.00
Spec.No.: BR.3/Page No.102
8
BR
3F
Excavation for foundation including shoring and
strutting as necessary and disposing off
excavated stuff within a lead of 100 m as directed
in hard rock. (chiselled and wedged or line
drilled)
a) Lift upto 1.5 metre Cu.m. 634.00 570.00
b) Above 1.50 metre to 3.00 metre Cu.m. 652.00 579.00
c) Above 3.00 meter to 6.00 metre Cu.m. 682.00 615.00
d) Above 6.00 metre Cu.m. 699.00 623.00
Spec.No.: BR.3/Page No.102
181
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
9 Dewatering including diversion of stream,
providing cofferdams, bunds, etc. as may be
necessary for foundation and other parts of the
work and bailing out water during and after
excavation as required.
A) For Open Foundation.
i) For abutment Cu.m
ii) For pier Cu.m
iii) For returns Cu.m
B) For raft foundation
i) For raft with cut off in Sandy strata Sq.m.
ii) Other strata like B.C. soil, soft moorum etc. Sq.m.
iii) Perennial river / streams in sandy / Non sandy
strata in command area of Irrigation project
having summer Irrigation
Sq.m.
C) Apron with curtain walls in
i) All types of strata Sq.m.
ii) Perennial river / streams in sandy/Non sandy
strata in command area of Irrigation project
having summer Irrigation .
Sq.m.
Spec.No.: BR.4/Page No.103
10
BR
5
Providing and laying in situ C.C.1:3:6 of trap /
granite / quartzite / gneiss metal in foundation
as levelling course including necessary bailing
out water, including plywood/steel form work,
steel centering, compaction by vibrating finishing
etc. complete. The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering/ formwork will not be allowed).
Cu.m. 3344.00 648.00
Spec.No.: BR5/Page No.105/I.S.456 (2000)
558.00 to 950.00
62.00 to 145.00
164.00 to 204.00
72.00 to 125.00
114.00 to 839.00
up to 68.00
141.00 to 276.00
112.00 to 196.00
182
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
11
BR
5F
Providing and laying in situ C.C.of required
grade of trap / granite / quartzite / gneiss
metal in foundation including necessary bailing
out water, including plywood/steel form work,
steel centering and excluding dewatering by pump
compaction by vibrating finishing uneven and
honeycombed surface with C.M.1:3 of sufficient
minimum thickness to give a smooth and even
surface or roughening the surface if special finish
is to be provided, curing etc. complete.(Excluding
reinforcement, including cover block) The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed)
a) For C.C. M-15 grade Cu.m. 4022.00 493.00
b) For C.C. M-20 grade Cu.m. 4278.00 542.00
c) For C.C. M-25 grade Cu.m. 4479.00 558.00
Spec.No.: BR.5/Page No.105/I.S.456 (2000) 12 Providing and laying in situ C.C. M-15 / 1:2:4 of
trap / granite / quartzite / gneiss metal for
annular filling around pier / abutment including
necessary bailing out water, excluding
dewatering by pump compaction by vibrating
finishing uneven and honeycombed surface with
C.M.1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the
surface if special finish is to be provided, curing
etc. complete. The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc.
Cu.m. 3924.00 493.00
183
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
13
BR
5A
Providing and laying in situ C.C. of required
grade of trap / granite / quartzite / gneiss metal
for cut off and curtain walls including
plywood/steel formwork, steel centering,
compaction by vibrating finishing uneven and
honeycombed surface with C.M.1:3 of sufficient
minimum thickness to give a smooth and even
surface or roughening the surface if special finish
is to be provided, curing etc. complete.(Excluding
reinforcement, including cover block) The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. (excluding cost
of reinforcement) Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering/formwork will not be
allowed).
a) For C.C. M-15 grade Cu.m. 5375.00 1577.00
b) For C.C. M-20 grade Cu.m. 5618.00 1592.00
c) For C.C. M-25 grade Cu.m. 5773.00 1618.00
d) For C.C. M-30 grade Cu.m. 5932.00 1634.00
Spec.No: BR.5/Page No.105/I.S.456 (2000)
14
BR
5E
Providing and laying in situ 1:3:6 cement
concrete of trap / granite / quartzite / gneiss
metal for levelling coures below R.C.C raft and
in foundation including necessary plywood/steel
formwork, steel centering, compaction by vibrating
finishing, curing etc. complete. The C.M. 1:3
plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete
shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering /formwork
will not be allowed).
Cu.m. 3368.00 534.00
Spec.No.: BR.5/Page No.105
184
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
15
BR
5C
Providing and laying in situ cement concrete of
required grade of trap / granite / quartzite /
gneiss metal for R.C.C raft and providing
vertical headers including plywood/steel formwork,
steel centering, compaction by vibrating finishing
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided, curing etc.
complete.(Excluding reinforcement, including
cover block) The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed).
a) For C.C. M-20 grade Cu.m. 5009.00 1476.00
b) For C.C. M-25 grade Cu.m. 5162.00 1495.00
c) For C.C. M-30 grade Cu.m. 5322.00 1518.00
Spec.No.: BR.5/Page No. 105/I.S. 456 (2000)
16
BR
5G
Providing and fixing UPVC pipes of 110 mm
diameter and of required length for relieving
water pressure, stone filter as directed
complete.(For relieving water pressure in raft).
Rmt. 123.00 15.00
Spec.No.: As directed by Engineer- in-charge.
17 Providing and laying in position Precast Plain
cement concrete M-10 grade blocks of
rectangular shape, for aprons on U/s and D/s
sides as per drawing and as directed complete.
Cu.m. 3505.00 612.00
Spec.No.: As directed by Engineer- in-charge.
185
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
18
BR
6A
Providing and laying in position trap / granite /
quartzite / gneiss stone of appoved quality for
aprons on U/s and D/s sides as per drawing and
as directed complete.Weight of atleast 80% of
stones shall be more than 40kg.( Including
Royalty charges )
Cu.m. 445.00 173.00
Spec.No.: As directed by Engineer- in-charge.
19
BR
8
Providing, fabricating, launching, floating and
grounding in position steel curbs for wells with
necessary steel bracing and steel cuting edges as
shown in the detailed drawings.
M.T. 58206.00 8059.00
Spec.No.: BR.8/Page No.108
20
BR
10
Providing fabricating and setting out mild steel
cutting edges for R.C.C well curbs as shown on
the detailed drawings.
M.T. 58206.00 8059.00
Spec.No.: BR.10/Page No.110
21
BR
12
Providing and laying in situ C.C required grade
of trap / granite / quartzite / gneiss metal for
R.C.C well curbs including necessary
compacting by vibrating, finishing and finishing
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface curing complete. (Excluding
reinforcement and including steel shuttering &
cover block) The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed).
a) For C.C. M-20 grade Cu.m. 5535.00 1379.00
b) For C.C. M-25 grade Cu.m. 5689.00 1396.00
c) For C.C. M-30 grade Cu.m. 5849.00 1420.00
Spec.No.: BR.10/Page No. 110
186
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
22
BR
131
Providing and laying in situ C.C. of requierd
grade of trap / granite / quartzite / gneiss metal
in well steining including compacting by
vibrating, finishing and finishing uneven and
honeycombed surface with C.M.1:3 of sufficient
minimum thickness to give a smooth and even
surface, curing complete. (Excluding
reinforcement and including steel shuttering &
cover block) The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering / formwork will not be allowed).
a) For C.C. M-15 grade Cu.m. 4801.00 837.00
b) For C.C. M-20 grade Cu.m. 5047.00 872.00
c) For C.C. M-25 grade Cu.m. 5200.00 887.00
Spec.No.: BR.13/Page No.112/I.S.456 (2000)
187
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
23 Sinking the wells for foundation in soft strata /
boulders etc. which can be removed by grabing
& chiselling soft disintegrated rock which requires
special efforts , including blasting , large scale
dewatering heavy chiselling, cutting by pneumatic
tools and all materials available to sink trough
such strata including removal of obstacles and
use of necessary plant & machinery, drivers
etc.and proper setting of wells including all sinking
(depth 0 to 5 meters).
A) 4 m. dia. Twin well
i) Depth up to 5 m. Rmt 35007.00 17850.00
ii) Depth 5 m. to 10 m. Rmt. 44176.00 22316.00
iii) Depth 10 m. to 15 m. Rmt. 48161.00 26790.00
iv) Depth 15 m. to 20 m. Rmt. 55809.00 27668.00
B) 4 m. dia. Single well
i) Depth up to 5 m. Rmt. 34403.00 10986.00
ii) Depth 5 m. to 10 m. Rmt. 45151.00 14217.00
iii) Depth 10 m. to 15 m. Rmt. 49086.00 15317.00
iv) Depth 15 m. to 20 m. Rmt. 56619.00 17604.00
C) 6 m. dia. Single well
i) Depth up to 5 m. Rmt. 55073.00 31319.00
ii) Depth 5 m. to 10 m. Rmt. 72271.00 40827.00
iii) Depth 10 m. to 15 m. Rmt. 78565.00 43975.00
iv) Depth 15 m. to 20 m. Rmt. 90634.00 50260.00
D) 8 m. dia Single well
i) Depth up to 5 m. Rmt. 99152.00 67472.00
ii) Depth 5 m. to 10 m. Rmt. 130126.00 87721.00
iii) Depth 10 m. to 15 m. Rmt. 141454.00 94474.00
iv) Depth 15 m. to 20 m. Rmt. 163177.00 107957.00
188
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
E) 10 m. dia Single well
i) Depth up to 5 m. Rmt. 116629.00 79902.00
ii) Depth 5 m. to 10 m. Rmt. 153064.00 103881.00
iii) Depth 10 m. to 15 m. Rmt. 166390.00 111865.00
iv) Depth 15 m. to 20 m. Rmt. 191938.00 127840.00
1) 100% Extra for depth above 20m
2) for change in diameter of well add
difference on prorata on area basis.
Note: Add 200% for sinking in soft rock and
400% in hard rock.
24
BR
14
Sinking of well 7 m. dia. for foundation through
all strata except rock by approved method
including removal of obstacle and use of
necessary plant, machinery, divers etc. and
proper seating of the well.
a) Depth up to 5 m. Rmt 73469.00 49828.00
b) Depth from 5 m. to 10 m. Rmt 96418.00 64776.00
c) Depth from 10 m. to 15 m. Rmt. 98932.00 65842.00
d) Depth from 15 m. to 20 m. Rmt. 120906.00 79730.00
e) For change in diameter of well add
difference on prorata on area basis.
1) 100% Extra for depth above 20m
2) for change in diameter of well add
difference on prorata on area basis.
Note : Add 200% for soft rock.
Add 400% for hard rock.
Spec.No.: BR.14/Page No.113
189
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
25
BR
16
Providing steel anchor dowels at the base of
the well including drilling holes upto 2.5 m. depth
in rock, placing the dowels in position and
effectively grouting the holes. (32 mm dia. steel
rod of 4.0 m. length grouted upto 2.5 m depth.)
No. 5172.00 575.00
Spec.No.: BR.16/Page No. 120
26
BR
16A
Providing steel anchor dowels in rock for
steining, including drilling holes upto 2.5 m. depth
in rock, placing dowels in position and effectively
grouting holes ( 32 mm diameter steel rod of 4.0
m length grouted upto 2.5 m depth.)
No. 5521.00 627.00
Spec.No.: BR.16/Page No.120
27
BR 17Providing and laying in situ C.C M-15 of trap /
granite / quartzite/ gneiss metal for the bottom
plugs of wells in the dry or under water including
compaction and curing wherever necessary.
Cu.m. 3964.00 788.00
Spec.No.: BR.17/Page No.120/I.S.456 (2000)
28
BR
18
Providing and filling in well with sand/rubble
and sand/shingle and sand including
compaction between the top and bottom plugs. (
Including Royalty charges )
Cu.m. 244.00 55.00
Spec.No.: BR.18/Page No.122
29
BR
19
Providing and laying in situ C.C. M-15 / 1:2:4 of
trap / granite / quartzite / gneiss metal for top
plug of well including compaction by vibration
and curing .
Cu.m. 3819.00 705.00
Spec.No.: BR.19/Page No.123/I.S.456 (2000)
190
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
30
BR
24
Providing and laying in situ C.C.of required
grade of trap / granite / quartzite / gneiss metal
for R.C.C. well / pile cap including plywood/ steel
formwork and steel, centering, compaction by
vibrating finishing uneven and honeycombed
surface with C.M.1:3 of sufficient minimum
thickness to give a smooth and even surface or
roughening the surface if special finish is to be
provided, curing etc. complete. (Excluding M.S.
reinforcement and including shuttering &
cover block) The C.M.1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering/ formwork will not be allowed).
a) For C.C. M-20 grade Cu.m. 4525.00 887.00
b) For C.C. M-25 grade Cu.m. 4678.00 903.00
c) For C.C. M-30 grade Cu.m. 4839.00 927.00
Spec.No.: BR.24/Page No.124/I.S.456 (2000)
31 Providing, placing and driving in position 6 mm
thick permanent M.S. liner upto required depth
with 12 mm thick M.S.cutting edge of 0.50 m
length at bottom including fabricating, cutting the
M.S.sheet to required diameter and shape,
welding the joints and driving with the help of
required machineries including all materials,
labour and lift etc. complete.
a) Liner of 750 mm dia. Rmt. 9091.00 3517.00
b) Liner of 900 mm dia. Rmt. 10835.00 4488.00
c) Liner of 1000 mm dia. Rmt. 11897.00 4562.00
d) Liner of 1200 mm dia. Rmt. 13456.00 4756.00
Spec.No.: BR.24/Page No.124/I.S.456 (2000)
191
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
32 Boring and providing specified grade R.C.C.
cast in situ bored piles each of capacity as
designed and of required diameter as directed,
place through steel shell sunk to the required
depth through all types of strata, use of bentonite
slurry as directed including placing concrete by
trimmey arrangement compaction of concrete and
withdrawal shell etc. complete. (Excluding cost
of reinforcement).
( A )For M-20
(i) 750 mm diameter Rmt. 4743.00 633.00
(ii) 900 mm diameter Rmt. 5749.00 720.00
(iii) 1000 mm diameter Rmt. 6796.00 814.00
(iv) 1200 mm diameter Rmt. 8574.00 1137.00
( B )For M-25
(i) 750 mm diameter Rmt. 4861.00 612.00
(ii) 900 mm diameter Rmt. 5871.00 727.00
(iii) 1000 mm diameter Rmt. 6923.00 821.00
(iv) 1200 mm diameter Rmt. 8708.00 1143.00
( C )For M-30
(i) 750 mm diameter Rmt. 5004.00 619.00
(ii) 900 mm diameter Rmt. 6346.00 734.00
(iii) 1000 mm diameter Rmt. 7075.00 834.00
(iv) 1200 mm diameter Rmt. 8869.00 1157.00
( D )For M-35
(i) 750 mm diameter Rmt. 5088.00 633.00
(ii) 900 mm diameter Rmt. 6105.00 739.00
(iii) 1000 mm diameter Rmt. 7165.00 841.00
(iv) 1200 mm diameter Rmt. 8964.00 1164.00
Spec.No.: BR.24/Page No.124/I.S.456 (1978)
192
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
33
BR
27B
Providing and laying C.C. of required grade of
trap / granite / quartzite / gneiss metal for cast
in situ piers, abutments, returns, wings etc.
including provision of 'V' shaped false joints to
form suitable panels on the faces to approved
design including plywood/ steel formwork, steel
centering, compaction by vibrating finishing
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided, curing and bailing
out water. The C.M. 1:3 plaster is considered for
rendering uneven and honeycombed surface only.
(Excluding reinforcement, including cover
block) Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering / formwork will not be allowed).
a) For C.C. M-15 grade Cu.m. 4329.00 896.00
b) For C.C. M-20grade Cu.m. 4573.00 912.00
c) For C.C. M-25 grade Cu.m. 4749.00 937.00
d) For C.C. M-30 grade Cu.m. 4888.00 959.00
Spec.No.: BR.27/Page No.127/I.S.456 (2000)
34
BR
57D
Providing and fixing UPVC pipe of 110 mm. dia
and of required length for releving water
pressure in abutment, riding returns, including
necessary inverted filter etc. complete.
Rmt. 122.00 15.00
Spec.No.: As directed by Engineer- in-charge.
35
BR
35
Providing and cutting, bending, hooking, laying, in
position and tying bar reinforcement as per
detailed drawing for R.C.C. works etc. complete.
a) Mild steel bars M.T. 57934.00 3978.00
b) TMT/ H.Y.S.D steel bars M.T. 59438.00 3978.00
Spec.No.: BR.35/Page No.134
193
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
36
BR
36A
Providing welded joints for mild / H.Y.S.D/T.M.T
steel reinforcement bars of
a) 25 mm diameter and under. No. 174.00 37.00
b) 28 mm diameter. No. 196.00 37.00
c) 32 mm diameter. No. 245.00 44.00
d) 36 mm diameter. No. 273.00 52.00
e) 40 mm diameter. No. 311.00 60.00
Spec.No.: BR.36/Page No.134
37
BR
29A
Providing and laying in situ C.C of required
grade of trap / granite / quartzite/ gneiss metal
for R.C.C caps over piers and abutments
including necessray scaffolding, plywood/ steel
formwork, steel centering, compaction by vibrating
finishing uneven and honeycombed surface with
C.M.1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the
surface if special finish is to be provided, curing
etc. complete. (Excluding reinforcement and
including centering & cover block.) The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering/
formwork will not be allowed).
a) For C.C. M-20 grade Cu.m. 4807.00 738.00
b) For C.C. M-25grade Cu.m. 4961.00 754.00
c) For C.C. M-30 grade Cu.m. 5120.00 770.00
Spec.No.: BR.29/Page No.129/I.S.456 (2000)
194
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
38
BR
30
Providing and laying in situ cement concrete of
required grade of trap / granite / quartzite /
gneiss metal for the R.C.C concrete block
below the bearing including scaffolding,
compaction by vibrating finishing uneven and
honeycombed surface with C.M.1:3 of sufficient
minimum thickness to give a smooth and even
surface or roughening the surface if special finish
is to be provided, curing etc. complete.
(Excluding reinforcement and including steel
formwork, plywood centering & cover block .)
The C.M. 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed).
a) For C.C. M-25 grade Cu.m. 4900.00 738.00
b) For C.C. M-30grade Cu.m. 4950.00 754.00
c) For C.C. M-35 grade Cu.m. 5152.00 770.00
Spec.No.: BR.30/Page No.130/I.S.456 (2000) 39
BR
39A
Providing tar paper bearing of approved quality
in proper size etc. complete.
Sq.m. 15.00 1.00
Spec.No.: As directed by Engineer- in-charge
40
BR
43A
Providing M.S.PLATE expansion joints as per
detailed drawings.
Rmt. 1264.00 98.00
Spec.No.: BR.34/Page No.138
41 Providing elastomeric bearing in required
position testing, cuting, fixing in position as per
detailed drawing including scaffolding etc.
complete.
Cu.
Cm.
1.00 ---
Spec.No.: As directed by Engineer- in-charge.
195
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
42
BR
48
Providing vent holes in slab and wearing
course of 100 mm dia. of galvanised iron pipe
having tail end 300 mm. Below soffit of slab, with
mild steel sheet box (18 gauge) in conical funnel
shape with 200 mm x 200 mm size iron grating on
top as per drawing etc. complete.
No. 850.00 104.00
Spec.No.: BR.48/Page No.112
43
BR
38A1
Providing and laying in situ Cement concrete of
required grade of trap / granite / quartzite /
gneiss metal for R.C.C Work in solid / deck
slab including plywood/steel formwork, steel
centering, compaction by vibrating finishing
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided, curing and
finishing in cement plaster (Excluding
reinforcement, including cover block) The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering /
formwork will not be allowed).
Height upto 3.00 m
a) For C.C. M-20 grade Cu.m. 5746.00 1484.00
b) For C.C. M-25 grade Cu.m. 5901.00 1500.00
c) For C.C. M-30grade Cu.m. 6060.00 1523.00
d) For C.C. M-35 grade Cu.m. 6155.00 1539.00
Note :
Add for height above 3m to 6m. - 5% (Above
average bed level)
Add for height above 6m. - 10% (Above
average bed level)
Spec.No.: BR.38/Page No.135/I.S.456 (2000)
196
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
44
BR
38B
Providing and laying in situ cement concrete of
required grade of trap / granite / quartzite /
gneiss metal for R.C.C Work in arches
including skew back, plywood/steel formwork,
steel centering, compaction by vibrating finishing
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface or roughening the surface if
special finish is to be provided, curing etc.
complete. (Excluding reinforcement, including
cover block) The C.M. 1:3 plaster is considered
for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden
centering will not be allowed).
Height upto 3.00 m
a) For C.C. M-20 grade Cu.m. 7165.00 2312.00
b) For C.C. M-25 grade Cu.m. 7339.00 2312.00
Note :
Add upto height above 3m to 6m. - 5% (Above
average bed level)
Add for height above 6m. - 10% (Above
average bed level)
Spec.No.: BR.38/Page No.135/I.S.456 (2000)
197
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
45
BR
38A
Providing and laying in situ Cement concrete of
required grade of trap / granite / quartzite /
gneiss metal for R.C.C. Work in main / cross,
girder, diaphragm etc. including plywood/ steel
formwork, steel centering, compaction by vibrating
finishing uneven and honeycombed surface with
C.M.1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the
surface if special finish is to be provided, curing
etc. complete. (Excluding reinforcement,
including cover block) The C.M. 1:3 plaster is
considered for rendering uneven and
honeycombed surface only. Newly laid concrete
shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering/formwork
will not be allowed).
Height upto 3.00 m
a) For C.C. M-20 grade Cu.m 6164.00 1520.00
b) For C.C. M-25 grade Cu.m 6341.00 1538.00
c) For C.C. M-30 grade Cu.m 6478.00 1561.00
d) For C.C. M-35 grade Cu.m 6573.00 1577.00
Note :
i) Add upto height above 3m to 6m. - 5%
(Above average bed level)
ii) Add for height above 6m. - 10% (Above
average bed level)
Spec.No.: BR.38/Page No.135
46
BR
55
Providing galvanised iron 100 mm diameter 110
mm outer diameter pipe for water spouts as per
drawing.
No. 616.00 120.00
a ) UPVC (SWR) grade 110 mm pipe No. 180.00 31.00
Spec.No.: BR.55/Page No.149
198
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
47
BR
43B
Providing expansion joints with 25 mm thick
bitumenous pad as per detailed drawings.
Sq.m. 790.00 90.00
Spec. No.: BR. 43/Page No. 138
48
BR
45
Providing and laying in situ 1:3:6 cement
concrete of trap / granite / quartzite / gneiss
metal for haunch filling including compacting,
curing complete.
Cu.m. 3092.00 492.00
Spec.No.: BR.45/Page No.139
49
BR
46
Providing trap/granite/quartzite/ gneiss rubble
filling over haunches and arches including
hand packing.
Cu.m. 354.00 82.00
Spec.No.: BR.46/Page No.140.
50 Providing and laying Mastic asphalt wearing
course with paving grade bitumen 14 % by
weight of total mix, filler, fine & course aggregate,
meeting the requirements given in table 500-29,
of MORT&H Specifications prepared by using
mastic cooker and laid to required level and slope
after cleaning the surface, including providing
antiskid surface with bitumen precoated
finegrained hard stone chipping of 13.2 mm
nominal size at the rate of 0.005 cum per 10 sqm
and at an approximate spacing of 10 cm center to
center in both directions, pressed into surface
when the temperature of surfaces is not less than
1000
C, protruding 1 mm to 4 mm over mastic
surface, etc. complete (excluding tack coat, mix
design is required for each case).
a) For 15 mm Thickness Sqm. 441.00 77.00
b) For 25 mm Thickness Sqm. 735.00 128.00
c) For 40 mm Thickness Sqm. 1174.00 204.00
Spec. No. :M.O.R.T.& H 2001 Clause No 515 P.
No. 207
199
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
51
BR
47C
A) Providing and laying in situ Cement concrete
of required grade of trap / granite / quartzite
/gneiss metal for wearing course 8 cm. thick
including plywood/steel formwork and compaction
by vibrator, finishing uneven and honeycombed
surface with C.M.1:3 of sufficient minimum
thickness to give smooth and even surface, filling
joints with bitumen, curing etc. complete. Newly
laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden formwork will
not be allowed).
(Excluding reinforcement)
i) For C.C. M-20 grade Cu.m. 4989.00 1221.00
ii) For C.C. M-25 grade Cu.m. 5143.00 1237.00
B) Including steel fibres confirming to I.S. 280-
1978 and IRC- SP-46-1997 (fibre diameter 0.50
mm to 1.00 mm and length 25mm. to 50mm.)
at the rate of 40 Kg/cum Note :-a) Item to be
used for bridges only b) for item no 51 (B),
separate item of steel reinforcement shall not
be considered.
i) For C.C. M-20 grade Cu.m. 9502.00 1363.00
ii) For C.C. M-25 grade Cu.m. 9655.00 1379.00
Spec.No.: BR.47/Page No.140/I.S.456 (2000)
200
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
52
BR
50A
Providing and laying in situ Cement concrete of
required grade or trap / granite / quartzite /
gneiss metal for RCC work of ballast walls,
dirt walls, kerbs, box returns box cell etc.
including scaffolding, compaction, finishing,
plywood/steel formwork, steel centering. The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. (Excluding
reinforcement, including cover block) Newly
laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering /
formwork will not be allowed).
a) For C.C. M-20 grade
i) For kerb and ballast wall. Cu.m. 5563.00 1381.00
ii) For box return Cu.m. 6433.00 1484.00
b) For C.C. M-25 grade
i) For kerb and ballast wall. Cu.m. 5718.00 1405.00
ii) For box return Cu.m. 6588.00 1500.00
iii) For Box cell Cu.m. 6926.00 1762.00
Spec.No.: BR.50/Page No.143/I.S.456 (2000)
201
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
53
BR
51A
Providing R.C.C. parapet with M-20 Cement
concrete of trap / granite / quartzite / gneiss
metal with cast in situ / precast panels as per
the detailed drawing height of 1.1 mt.above top of
road surface, with post of 225 mm x 190 mm at 2
meter or less at equal distance suitable to span
having 10 mm reinforcement of minimum 4 bars
and 6 mm stirrups and R.C.C panels of approved
design at clear distance of 125 mm and thickness
of 150 mm with 10mm dia. 3 no.of bars
reinforcement at top and bottom and 6 mm dia. 4
no.bars as vertical or horizontal rails of size 100
mm x 150 mm and with clear speacing of 240 mm
including scaffolding, steel centering,
plywood/steel formwork, compacting finishing,
uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth
and even surface and curing etc. complete.
(Including cost of reinforcement & cover
block.) The C.M. 1:3 plaster is considered for
rendering uneven and honeycombed surface.
Rmt. 1601.00 575.00
Newly laid concrete shall be covered by gunny
bag, plastic, tarpaulin etc. (Wooden centering/
formwork will not be allowed).
Spec.No.: BR.51(A)/Page No.144/I.S. 456(1978)
54
BR
51B
Providing railing of mild steel angle of 75mm x
75 mm x 10 mm I section of 75 mm x 35
mm/Channel section 75 mm x 40 mm x 4.4 mm/
rectangular hollow section of 66 mm x 33 mm with
3 no. of 37.5 mm G.I. bars at a distance of 370
mm C/C bottom bar is provided at 150 mm above
kerb and height of railing upto top bar is at 1.10
mt from road top surface including drilling holes,
fixing post to kerb by 25 mm dia. bolts embeded
200 mm in kerb, including scaffolding, three coats
of painting etc. as per drawing complete.
Rmt. 1711.00 217.00
Spec.No.: BR.51(B)/Page No.145
202
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
55
BR
51D
Providing removable railing of height 1.10 m
with mild steel channel size 75 mm x 40 mm of
Ht.1.225 mt. above top of road surface posts and
removable galvanised iron pipe of dia 37.5 mm 3
nos. at distance 370 mm C/C and bottom bar 150
mm above kerb as per the detailed drawings
including scaffolding and painting etc. complete.
Rmt. 1804.00 359.00
Spec.No.: BR.51(D)/P.No.146
56
BR
51E
Providing railing of cast in situ R.C.C posts with
1:2:4 (M-15) cement concrete trap / granite /
quartzite / gneiss metal size 150 mm x 150 mm
x 1.240 mm and removable galvanised iron pipes
of dia. 37.5 mm 3 nos. at distance 370 mm C/C
and bottom bar 150 mm above kerb as per the
detailed drawings (including cost of
reinforcement) scaffolding,steel centering,
plywood/steel formwork etc. complete. The C.M.
1:3 plaster is considered for rendering uneven
and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed).
Rmt. 1234.00 165.00
Spec.No.: BR.51(E)/Page No.147/I.S. 456(2000)
57
MORTH
2703
Providing and fixing in position Guard Railing as
per Drg. No. 15 Typed C dt. 20-4-79, with 3 rows
of 50mm dia. G.I. pipe 30cm a part and fixed in
M.S. channels of section 125 x 65 x 6 mm spaced
2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 cm as
per detailed drawing with 3 coats of approved
yellow and black paint including necessary
excavation in any strata.
Rmt. 1675.00 148.00
Spec. No. :MORTH 270358
MORTH
2703
Providing and fixing in position Guard Railing as
per Drg. No. 15 Typed C dt. 20-4-79, with 3 rows
of 40mm dia. G.I. pipe 30cm a part and fixed in
M.S. channels of section 100 x 50 x 6 mm spaced
2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 x 30 cm
as per detailed drawing with 3 coats of approved
yellow and black paint including necessary
excavation in any strata.
Rmt. 1607.00 190.00
Spec. No. :MORTH 2703
203
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
59
MORTH
2703
Providing and fixing Guard Railing of 1000mm
height as per Type D Drg. No. 15 dt. 20-4-79, and
fixed in 40 x 40 x 6 mm iron, angle embedded in
1:2:4 cement concrete bedding patti as per
detailed drawing, with 3 coats of approved of
yellow and black paint.
Rmt. 1563.00 158.00
Spec. No. :MORTH 270360
MORTH
2703
Providing and fixing Guard Railing of 1000mm
height in 25mm M.S. square bars 100 mm C/c. as
per Type drawing No. 6 dt. 20-8-85 and fixed in
50mm x 50mm x 6mm iron angle embeded in
1:2:4 C.C. bedding 55 x 45 cm and 50 x 6 iron
patti as per detailed drawing with 3 coats of
approved yellow and black paiint.
Rmt. 1543.00 233.00
Spec. No. :MORTH 270361 Providing and laying of a strip seal expansion
joint catering to maxium horizontal movement up
to 70 mm, complete as per approved drawing and
standard specifications to be installedby the
manufacturer / supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.
Rmt. 13276.00 120.00
Spec.No.:As directed by Enginer incharge.
204
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
62
BR
56
Providing and fixing marble tablet of size and
description as per detailed drawings including
moulded marble / 1:2 C.M. border.
Sq.m. 3372.00 992.00
Spec.No.: BR.56/Page No. 150
63
BR
57
Providing trap / granite / quartzite / gneiss rubble
filling behind the abutment, returns or wings
including hand packing etc. complete.
Cu.m. 429.00 98.00
Spec.No.: BR.57/Page No.151
64
BR
57A
Providing and filling sand below raft and in box
return including watering and compaction
etc.complete.
Cu.m. 336.00 49.00
Spec.No.: As directed by Engineer- in-charge.
65
BR
57B
Providing 90 cm thick flexible stone mat as per
standard drawing including supplying all materials
at work site spreading and compaction etc.
complete.
Sq.m. 577.00 127.00
Spec.No.: As directed by Engineer- in-charge.
66
BR
55
Providing and fixing in position G.I. water spouts
having 100 mm inner dia & 110 mm outer dia
pipe with C.I. greting and funnel as per
standard drawing etc. complete.
No. 1731.00 275.00
As per M.O.R.T.& H.
205
Completed Labour
RATE FOR 2014-15
(In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
67 Supplying, fitting and fixing in position true to line
and level sliding plate bearing with PTFE
surface sliding on stainless steel complete
including all accessories as per drawing and
Technical Specifications and BS: 5400, section
9.1 & 9.2 (for PTFE) and clause 2004 of
MORT&H Specifications etc. complete.
tonne
capacity233.00 57.00
Spec. No. :M.O.R.T.& H. 2001 Clause No 2000
P. No. 535,& Clause No 2200 P. No. 571
68 Providing and fabricating structural steel plate
girder including fabrication of built up section as
per detail design and drawing including cutting,
fabricating,erecting, hoisting,fixing in position,
making riveted / bolted / welded connection and
including two coat of red oxide and two coat of oil
paint of approved quality etc. complete.
M.T. 105556.00 16641.00
Spec.No.: As directed by Engineer- in-charge.
69 Providing and casing special grade in controlled
cement concrete of M-35 grade for
Prestressed concrete work for main girder
including slab , cross girder , box girder and
balanced cantilever etc. including centering and
scaffolding or launching including necessary plant
and machinery for the job shuttering , vibrating
curing , finishing in C.M. 1:3 etc. complete Steel
and plywood formwork.
(MOST 12.1 / 1500 , 1600 , 1700)
a) Height upto 5.00 m Cum 7407.00 0.00
b) Height upto 5.00 m to 10 m Cum 7941.00 0.00
c) Height above 10.00 m Cum 8469.00 0.00
NOTE: 1) Add 50% on basic rate for span 30.00
to 50.00 m
2) Add 75% on basic rate for span 50 m
and above.
206
Completed Labour
1
CD
1
Providing rubble filling of trap / granite /
quartzite / gneiss stones in foundation including
hand packing filling gravel / sand in the voids and
watering etc. complete.
Cu.m. 431.00 111.00
Spec.No.: CD.1/Page No.159
2
CD
3B
Providing and laying in situ cement concrete of
1:4:8 proportion with trap / granite / quartzite /
gneiss metal in foundation including necessary
compacting and curing complete. (Including
plywood/ steel formwork) The C.M. 1:3 plaster is
considered for rendering uneven and
honeycombed surface only. Newly laid concrete
shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering/formwork will
not be allowed).
Cu.m. 2984.00 641.00
Spec.No.: CD.3/Page No.160
3
CD
3A
Providing and laying in situ cement concrete of M-
15 / 1:2:4 with trap / granite / quartzite / gneiss
metal in face wall/Sidewall of builtup drains
including plywood/ steel formwork and steel
centering, compaction by vibrator, finishing uneven
and honeycombed surface with C.M.1:3 of
sufficient minimum thickness to give smooth and
even surface, filling joints with bitumen, curing etc.
complete. (Excluding cost of reinforcement.)
The C.M. 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden
centering/formwork will not be allowed).
Cu.m. 4336.00 671.00
Spec.No.: CD.3/Page No.160 /I.S.456 (2000)
C.D. :- CROSS DRAINAGE WORK
RATE FOR 2014-15
( In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
207
Completed Labour
RATE FOR 2014-15
( In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
4
CD
4
Providing trap / granite / quartzite / gneiss
rubble stone paving of 23 cm thickness on a
bed of 15 cm. thick cement concrete of 1:4:8
proportion and fixing stones in proper line and
level and camber, filling joints by C.M.1:4
proportion, pointing, with C.M.1:3, curing etc.
complete.
Sq.m. 943.00 224.00
Spec.No.: CD.4/Page No.160
5
CD
5
Providing trap / granite / quartzite / gneiss
khandki paving of 23cm. thickness in 1:4 C.M.
over bedding of 15cm thick cement concrete of
1:4:8 proportion with trap / granite / quartzite /
gneiss metal including pointing with C.M. 1:3 and
watering complete.
Sq.m. 927.00 251.00
Spec.No.: CD.5/Page No.161
6
CD
7AA
Providing and laying cement concrete pipe of
I.S.458/2003 N.P. class of required diameter in
proper line, level and slope including providing,
fixing collars or spigot and socket joint by rubber
ring and in C.M.1:2 etc. complete.
Diameter of pipe
A) NP-2 Class
i) 450 mm. Rmt. 970.00 177.00
ii) 600 mm. Rmt. 1482.00 233.00
iii) 800 mm. Rmt. 2354.00 260.00
iv) 900 mm. Rmt. 3008.00 339.00
v) 1000 mm. Rmt. 3548.00 386.00
vi) 1200 mm. Rmt. 4921.00 438.00
B) NP- 3 Class
i) 900 mm. Rmt. 4851.00 429.00
ii) 1000 mm. Rmt. 5673.00 511.00
iii) 1200 mm. Rmt. 7794.00 547.00
C) NP- 4 Class
i) 1000 mm. Rmt. 6922.00 519.00
ii) 1200 mm. Rmt. 8829.00 549.00
Spec. No. MORT & H 2001 Clause -2901 Page
No.663
208
Completed Labour
RATE FOR 2014-15
( In Rs. )
SR.NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT
7
CD
8
Providing cast in situ block of M-15 /
1:2:4cement concrete with circular or other
shaped opening for waterway including
necessary formwork, compaction, finishing and
curing etc. complete.(for craddle)
Cu.m. 4377.00 688.00
Spec.No.: CD.8/Page No.163/I.S.456 (2000)
8
CD
12
Providing PRECAST M-20 R.C.C. slabs over the
spans of Cross Drainage work as per drawings
including reinforcement, conveyance, fixing in
C.M. 1:3 and curing, finishing complete.
Cu.m. 7336.00 876.00
Spec.No.: CD.12/Page No.166/I.S.456 (2000)
9
CD
13
Providing and laying in situ 1:3:6 cement
concrete of trap / granite quartzite / gneiss
metal for haunch filling including forms,
compacting, curing and scaffolding etc. complete.
Cu.m. 3116.00 527.00
Spec.No.: CD.13/Page No.167
10
CD
14
Providing selected murum (having PI < 6 )
filling including laying in layers of 15 cm to 20 cm
watering and compacting etc. complete. (
Including Royalty charges )
Cu.m. 245.00 57.00
Spec.No.: CD.14/Page No.167
11
CD
15A
Providing and laying in situ M-20 cement
concrete of trap / granite / quartzite / gneiss
metal for wearing course 8 cm. thick including
compacting, finishing, in C.M. 1:3 proportion
curing and filling joints with bitumen complete.
(Excluding reinforcement)
Cu.m. 4401.00 864.00
Spec.No.:D.15/Page No.168/I.S.456 (2000)
12
CD
27
Providing stream lined R.C.C. guard stone
including M-20 Cement concrete and steel
reinforcement.
No. 286.00 77.00
Spec.No.: CD.20/Page No.169/I.S.456 (2000)
209
Completed Labour
1
RD
1A
Cutting down trees including trunks and branches
and removing wood upto 1 meter below ground level
and stacking the materials neatly with a lead of 50 m
as directed with specified girths etc. Complete as
directed by Engineer-in-charge.
a) girths above 30 cm. to 60 cm. No. 110.00 110.00
b) girths above 60 cm. to 90 cm. No. 217.00 217.00
c) girths above 90 cm. to 180 cm. No. 525.00 525.00
d) girths above 180 cm. to 270 cm. No. 828.00 828.00
e) girths above 270 cm. to 450 cm. No. 1309.00 1309.00
f) girths above 450 cm. No. 1913.00 1913.00
Spec.No. : Rd.1 Page No. 179
2 Excavation for road way in by mechanical means
including dressing section to the required grade,
camber and side slopes and conveying the excavated
materials with all lifts and spreading for embankment or
stacking etc. as directed by Engineer-in-charge.
(a) For earth soil of all sorts, sand, gravel, & soft
murum
Cu.M. 64.00 5.00
(b) For hard murum, hard murum with boulder Cu.M. 84.00 6.00
Spec. No. : Rd. 2 Page No. 180.
Note : The item shall be applicable for roller
width, excavation and laying of embankment,
gutter.
5 RD - ROAD WORKS
5(A) EXCAVATION AND EMBANKMENT
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
210
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
3 Providing, Laying, Spreading and compacting sand
& best available murum in 30:70 proportion
including mixing & spreading in uniform layers on a
prepared Surface & compacting with Static roller
having weight 8 to 10 MT including necassary
artificial watering, all materials, labour, machinery,
guarding, barricating complete with all leads & lifts of
all materials etc. complete. (Proportion of sand &
murum may be changed as per properties of sand &
murum. Accordingly rate will change.)
Cu.M. 371.00 89.00
Spec. No. : Rd 24,25,28,38A
P. No. 203,205,210
4 Providing earth work for embankment with
approved materials obtained from excavation by
mechanical means from Departmental land or the
approved sources including all lifts and leads, laying
in layers of 20 cm to 30 cm. thickness breaking clods
dressing to the required lines, curves, grades and
sections, watering and compacting etc. complete as
directed by Engineer in charge.
( Including Royalty Charges )
A) For Static Roller Having Weight 8 to
10 MT.
Cu.M. 147.00 4.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Cu.M. 158.00 4.00
Spec. No. : Rd. 13 Page No. 194.
Note : The item shall be applicable for new
embankment of Road, Bridge approach and
raised causeways.
211
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
5 Providing earth work in embankment with approved
materials obtained from excavation by mechanical
means and other machineries including all lifts and
leads upto 50 m. laying in layers of 20 cm. to 30 cm.
thickness breaking clods, dressing to the required
lines, curves, grade and section, watering and
compaction to 95% of standard proctor density
etc. Complete as directed by Engineer in charge.
( Including Royalty Charges )
A) For Static Roller Having Weight 8 to
10 MT.
Cu.M. 158.00 5.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Cu.M. 169.00 5.00
Spec. No. : Rd. 12 Page No. 189.
Note : The item shall be applicable for new
embankment of Road, Bridge approach and
raised causeways.
6 Providing earth work in embankment with
approved Fly ash obtained from Thermal power
plant including loading unloading laying in layer of
which loose thickness shall not exceed 200 mm.
breaking clods of cover soil dressing to required
lines, curves, grades & section, watering and
compaction with power roller including providing
earth work over it for minimum thickness of 0.50 m on
top and 1.0 m on side slopes including without any
flooding & compaction complete. The soil cover of
required width be provided with the core and
mechanically compacted simultaneously so as to
have through compaction of each layer of Fly ash to
the specified density as stipulated in IRC SP 58 2001
(Transportation charges for fly ash shall be
considered separately for 0.60 Cum. quantity of
fly ash only for per cum. of embankment)
Cu.M. 76.00 5.00
Spec.No.: As directed by Engineer- in-charge.
212
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
7
RD
2
Excavation for roadway in earth soil of all sorts
sand, gravel or soft murum including dressing
sectioning to the required grade, camber and side
slopes and conveying the excavated materials with all
lifts and upto a lead of 50 m and spreading for
embankment or stacking as directed Engineer-in-
charge.
Cu.m. 99.00 99.00
Spec.No.: Rd.2/Page No.180
8
RD
3
Excavation for roadway in hard murum including
dressing section to the required grade, camber and
side slopes and conveying the excavated materials
with all lifts and upto a lead of 50 m and spreading for
embankment or stacking as directed Engineer-in-
charge.
Cu.m. 109.00 109.00
Spec.No.: Rd.2/Page No.183
9
RD
4
Excavation for roadway in hard murum and
boulders including dressing section to the required
grade, camber and side slopes and conveying the
excavated materials with all lifts and upto a lead of 50
m and spreading for embankment or stacking as
directed Engineer-in-charge.
Cu.m. 118.00 118.00
Spec.No.: Rd.4/Page No.184
10
RD
5
Excavation for roadway in soft rock, including
dressing section to the required grade, camber and
side slopes and conveying the excavated materials
with all lifts and upto a lead of 50 m and spreading or
stacking as directed Engineer-in-charge.
Cu.m. 245.00 245.00
Spec.No.: Rd.5/Page No.184
11
RD
6
Excavation for roadway in hard rock by blasting
including dressing section to the required grade,
camber and side slopes and conveying the excavated
materials with all lifts and upto a lead of 50 m and
spreading or stacking as directed Engineer-in-charge.
Cu.m. 431.00 304.00
Spec.No.: Rd.6/Page No.185
213
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
12
RD
7
Excavation for roadway in hard rock by
wedging/chiselling or line drilling including
dressing section to the required grade, camber and
side slopes and conveying the excavated materials
with all lifts and upto a lead of 50 m and spreading or
stacking as directed Engineer-in-charge.
Cu.m. 528.00 403.00
Spec.No.: Rd.7/Page No.186
13
RD
9A
Excavation for catch / side water gutter in all sort
of soils, soft murum etc. to the specified section
including stacking the excavated stuff in regular bund
and disposing off unsuitable or excess stuff upto a
lead of 50 m and spreading as directed Engineer-in-
charge.
Cu.m. 118.00 118.00
Spec.No.: Rd.9/Page No.187
14
RD
9B
Excavation for catch / side water gutter in hard
murum to the specified section including stacking the
excavated stuff in a regular bund and disposing off
unsuitable or excess stuff as directed Engineer-in-
charge.
Cu.m. 128.00 128.00
Spec.No.: Rd.9/Page No.187
15
RD
9E
Excavation for catch / side water gutter in hard
murum and boulders to the specified section
including stacking the excavated stuff in a regular
bund and disposing of unsuitable or excess stuff as
directed Engineer-in-charge.
Cu.m. 139.00 139.00
Spec.No.: Rd.9/Page No.187
16
RD
9C
Excavation for catch / side water gutter in soft
rock to the specified section including stacking the
excavated stuff in a regular bund and disposing off
unsuitable or excess stuff as directed Engineer-in-
charge.
Cu.m. 262.00 262.00
Spec.No.: Rd.9/Page No.187
17
RD
9D
Excavation for catch / side water gutter in hard
rock by wedging & chisselling to the specified
section including stacking the excavated stuff in a
regular bund and disposing off unsuitable or excess
stuff as directed Engineer-in-charge.
Cu.m. 511.00 59.00
Spec.No.: Rd.9/Page No.187
214
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
18
RD
9F
Excavation for widening of metal strips from 3.0
m. to 5.5 m. width in all soils including dressing
section to the required grade, camber and side
slopes and conveying the excavated materials with all
lift upto a lead of 50m. and spreading for
embankment or stacking as directed Engineer-in-
charge.
Cu.m. 101.00 101.00
Spec.No.: Rd.9/Page No.187
19
RD
11
Conveying materials obtained from road cutting
including all lifts, laying in layers of 20cm to 30cm
(about 8" to 12") breaking clods, dressing to the
required lines, curves, grade 3% Camber design
superelevation and section, watering and
compaction to 100% of standard proctor density
for a lead of 50 to 300 m inclusive from site of
excavation to the site of deposition as directed
Engineer-in-charge.
Cu.m. 74.00 4.00
Spec.No.: Rd.11/Page No.189
20
RD
11A
Conveying materials obtained from road cutting
including all lifts, laying in layers of 20cm to 30cm
breaking clods, dressing to the required
lines,curves,grade and section , watering and
compaction to 95% of standard Proctor density
for a lead of 50 m. to 300 m. with static roller etc.
complete.
Cu.m. 72.00 4.00
Spec.No.: Rd.11/Page No.189
21
RD
18A
Conveying materials obtained from road cutting
including all lifts, laying in layers, breaking clods,
dressing to 3% camber /design superelevation ,
curves, grades and presceibed section for a lead of
over 50 m.upto 300 m. as directed Engineer-in-
charge.
a) 50 mt to 100 mt Cu.m. 26.00 26.00
b) 100 mt to 200 mt Cu.m. 40.00 40.00
c) 200 mt to 300 mt. Cu.m. 56.00 56.00
Spec.No.: Rd.17/Page No.196
22
RD
17
Laying materials obtained from road cutting in
layers, breaking clods, dressing to 3% Camber
design superelevation curve & prescribed section for
embankment within a lead of 50 m.
Cu.m. 18.00 18.00
Spec.No.: Rd.17/Page No.196
215
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
23
RD
10
Watering and compacting the embankment
formed of materials obtained from the road cutting,
within a lead of 50 m, to 95% of standard proctor
density after laying them in layers of 20cm to 30cm.
with 3% Camber and design superelevation
complete.
Cu.m. 43.00 4.00
Spec.No.: Rd.10/Page No.187
24
RD
10A
Watering and compacting the embankment
formed of materials obtained from the road cutting,
within a lead of 50 m, to 100% of standard Proctor
density after laying them in layers of 20 cm to 30 cm
with 3% Camber and design superelevation etc.
complete.
Cu.m. 47.00 4.00
Spec.No.: Rd.10/Page No. 187
25
RD
12
Providing earthwork in embankment with approved
materials obtained from excavation by mechanical
means from departmental land or the apporved
sources upto lead of 50m, including all lifts, laying in
layers of 20cm to 30 cm thickness breaking clods,
dressing to 3% Camber, design superelevation,
curves, grade and prescribed section, watering and
compaction to 95% of standard proctor density
etc. complete.
Cu.m. 165.00 85.00
Note :Royalty shall be added seperately
Spec.No.: Rd.12/Page No. 189
26
RD
12A
Providing earthwork in embankment with approved
materials obtained from departmental land or the
approved sources upto lead of 50 m. including all
lifts, laying in layers of 20cm to 30cm thickness
breaking clods, dressing to 3% Camber design
superelevation curves, grade and prescribed section,
watering and compaction to 100% of standard
proctor density etc. complete.
Cu.m. 171.00 88.00
Note :Royalty shall be added seperately
Spec.No.: Rd.12/Page No.189
216
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.&
CODE
No.
RATE FOR 2014-15 (
In Rs. )
27
RD
13
Providing earthwork in embankment with approved
materials obtained from departmental land or the
approved sources including all lifts, laying in layers
of 20 cm. to 30 cm. thickness breaking clods,
dressing to the required lines, curves, grade and
section, watering and compacting with Static roller
having weight 8 to 10 MT.complete.
Cu.m. 148.00 78.00
Note :Royalty shall be added seperately
Spec.No.:Rd.13/Page No. 194
28
RD
16
Providing earthwork in embankment with approved
materials obtained from departmental land or the
approved sources including in all lifts and leads
laying in layers of 15cm to 20cm thickness
breaking clods, and dressing to the required lines,
curves, grade and section etc. complete.
Cu.m. 137.00 76.00
Note :Royalty shall be added seperately
Spec.No.:Rd.16/Page No. 195
217
Completed Labour
29
RD
19
Supplying 15 cm to 23 cm. trap / granite/
quartzite / gneiss stone rubble at the road side
for soling including conveying and stacking
complete. (By blasting)
Cu.m. 228.00 122.00
Spec.No.:Rd.19/Page no.197
30
RD
19A
Supplying 15 cm. to 23 cm. trap / quartzite /
gneiss stone rubble at the road side for soling
including conveying and stacking complete. (By
breaking boulders.)
Cu.m. 223.00 172.00
31
RD
19B
Supplying trap /granite /quartzite / gneiss stone
metal of required size by bringing the boulders
at the road side breaking them to required
gradation including conveying the boulders and
stacking the broken metal etc. complete. (Prior
approval of sample stack of broken metal by
the Ex.Engineer is necessary, the date of
approval will form part of the measurements)
a) By Breaking rubble obtained by blasting
i) 80 mm metal Cu.m. 326.00 178.00
ii) 40 mm metal Cu.m. 354.00 196.00
b) By Breaking boulder (Hand broken)
i) 80 mm metal Cu.m. 327.00 276.00
ii) 40 mm metal Cu.m. 354.00 305.00
Spec.No.:Rd.19,20,21,22/Page No. 197 to 201
32
RD
23
Supplying murum having PI < 6 at the road side,
including conveying and stacking complete.
Cu.m. 280.00 51.00
Spec.No.: Rd.23/Page No.202
33
RD
24
Supplying soft murum at the road side, including
conveying and stacking complete.
Cu.m. 250.00 43.00
Spec.No.: Rd.24/Page No.203
5(B) WBM Road Construction
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
218
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
34
RD
25
Supplying sand at the road side, including
conveying and stacking complete.
Cu.m. 285.00 56.00
Spec.No.: Rd.25/Page No.203
35
RD
26
Supplying gravel at the road side, including
conveying and stacking complete.
Cu.m. 146.00 57.00
Spec.No.: Rd.26/Page No.203
36
RD
27
Laying 15 cm to 23 cm trap / granite / quartzite /
gneiss stone rubble soling including hand packing
with rubble chips complete. (excluding cost of
material).
Cu.m. 31.00 31.00
Spec.No.: Rd.27/Page No.204
37
RD
28
Spreading gravel / sand / soft murum /avilable
murum over rubble soling /W.B.M.surface
blanketing berms etc.complete.
Cu.m. 18.00 18.00
Spec.No.: Rd.28/Page No.205
38
RD
29A
Spreading 80 mm metal including sectioning
complete.
Cu.m. 31.00 31.00
Spec.No.: Rd.29/Page No.205
39
RD
29
Spreading 40 mm metal including sectioning
complete.
Cu.m. 27.00 27.00
Spec.No.: Rd.29/Page No.205
40
RD
32
Compacting the sub grade/gravel/ oversize
metal (200 mm loose) layers for all widths with
power roller including necessary, labour, materials
and artificial watering complete.
A) For Static Roller Having Weight 8 to 10 MT. Sq.m. 13.00 3.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Sq.m. 15.00 2.00
Spec.No.:Rd.32/Page No.205
219
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
41
RD
33A
Picking the road surface including sectioning
complete. (WBM suface)
Sq.m. 6.00 6.00
Spec.No.: Rd.33/Page No.209
42
RD
35
Compacting the sub grade/gravel/ size metal
(100 mm loose) layers for all widths with
power roller including necessary, labour, materials
and artificial watering complete.
A) For Static Roller Having Weight 8 to 10 MT. Sq.m. 13.00 3.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Sq.m. 17.00 3.00
Spec.No.: Rd.35/Page No.209
43
RD
38A
Compacting the hard murum / kankar for all
widths (200 mm. loose) with power roller
including necessary artificial watering complete.
A) For Static Roller Having Weight 8 to 10 MT. Sq.m. 8.00 2.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Sq.m. 11.00 2.00
Spec.No.: Rd.38/Page No.210
44
RD
40A
Compacting the hard murum side widths layer
on each side with power roller including
necessary artificial watering complete .
A) For Static Roller Having Weight 8 to 10 MT. Sq.m. 3.00 1.00
B) For Vibratory Roller Having Static Weight 8 to 10
MT.
Sq.m. 5.00 1.00
Spec.No.: Rd.40/Page No.211
45
RD
41A
Supplying crushed metal 40 mm of trap / granite
/ quartzite / gneiss stone metal at the road side
including conveying and stacking for use in
bituminous road work.
Cu.m. 728.00 285.00
Spec.No.: Rd.41/Page No.215
220
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
46
RD
41B
Supplying crusher broken 25 mm. of trap /
granite / quartzite / gneiss stone metal at the
road side including conveying and stacking for use
in bituminous road work.
Cu.m. 747.00 303.00
Spec.No.: Rd.41/Page No.215
47
RD
41C
Supplying crusher broken 20 mm. Trap / granite/
quartzite / gneiss stone aggregate at the road
side including conveying and stacking for use in
bituminous work.
Cu.m. 779.00 232.00
Spec.No.: Rd.41/Page No.215
48
RD
41D
Supplying crusher broken 12 mm trap / granite /
quartzite / gneiss stone aggregate at the road
side including conveying and stacking for use in
bituminous road work.
Cu.m. 501.00 195.00
Spec.No.: Rd.41/Page No.215
49
RD
41E
Supplying 10 mm. trap/granite/ quartzite / gneiss
stone aggregate at the road side including
conveying and stacking for use in bituminous road
work.
Cu.m. 501.00 195.00
Spec.No.: Rd.41/Page No.215
50
RD
41F
Supplying 6 mm trap / granite / quartzite / gneiss
stone aggragate at the road side including
conveying and stacking for use in bituminous road
work.
Cu.m. 475.00 171.00
Spec.No.: Rd.41/Page No.215
51
RD
41G
Supplying stone dust of trap / granite / quartzite
/ gneiss stone aggregate at the road side
including conveying and stacking for use in
bituminous road surface.
Cu.m. 210.00 17.00
Spec.No.: Rd.41/Page No.215
52
RD
82
Picking up loose metal including stacking at the
road side complete.
Sq.m. 1.00 1.00
Spec.No.: As directed by Engineer- in-charge.
221
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
53 Providing pick and roll surface by picking the
old WBM surface to the required standard, adding
30% of 40mm size metal and required quantity of
murum including laying sectioning, watering,
compacting with Static roller having 8 to 10MT.
with thin layer of murum blindage on carrageway,
watering and compacting by static roller, including
cost of all materials, loading, unloading, stacking
and labour etc. complete.
Sq.m. 49.00 32.00
Spec.No. : As directed by Engineer- in-charge.
54 Granular Sub-Base with Close Graded Material
A) Plant Mix Method
Providing & laying granular sub-base using
grading II close graded Material, mixing in a
mechanical mix plant at OMC, carriage of mixed
Material to work site, spreading with motor grader
of adequate capacity having hydraulically controled
Blader in uniform layers on prepared subgrade and
compacting with Vibratory roller having static
weight of 8 to 10 MT.to achieve the 98% to
maximum dry density etc. complete.
i) Grading-II Material Cum. 768.00 16.00
B) Granular Sub-Base with Coarse Graded Material
Providing & laying granular sub-base usign
grading II material as per table 400-1 including,
spreading in uniform layers on prepared surface,
mixing by mix in place method at OMC, and
compacting with Vibratory roller having static
weight 8-10 MT to achieve the 98% of maximum
dry density so as to have CBR not less than 30, etc
complete.
i) Grading-II Material Cum. 610.00 13.00
Spec. No. M.O.R.T.& H. - 2001 Cl. 401 P. No. 101
222
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
55 Providing, laying, spreading and compacting WBM
with aggregates of specific grading including
spreading in uniform thickness, hand packing,
rolling with vibratory roller having static weight
8-10 MT. in stages to proper grade and camber,
applying and brooming requisite type of screening /
material same as per course aggregates binding
Materials to fill up the interstices of coarse
aggregate, watering and compacting to the
required density as directed etc.
complete.(Compacted thickness of each layer shall
be 75 mm)
(a) For grade I material, using stone screening
type B
Cum. 1079.00 146.00
(b) For grade II material, using stone screening
type B
Cum. 1180.00 146.00
Spec. No. M.O.R.T.& H. - 2013 Cl. 404 P.121
56
MORTH
700
Providing and laying Tech fab India CE marked
Needle Punched and mechanically bonded non
woven Geotextile indigenously manufactured from
high quality poly Propylene staple fibers
(continuous filament will not be accepted) on the
prepared subgrade for Seperation. TFI-TECHGO =
PR-15
Sq.m. 93.00 18.00
Spec. No. :MORTH 700
223
Completed Labour
DESCRIPTION OF ITEMS UNITSR.NO.
& CODE
No.
RATE FOR 2014-15
( In Rs. )
57 Water Bound Macadam ( For Patch Repairs Only )
Filling pot holes & patch repairs by Providing, laying,
spreading and compacting crushed stone aggregates of
specific sizes to water bound macadam specification
including making good disturbed / erroded /
undulated portion on existing road surface. The
undulations / patches / errossion formed on
existing road surface shall be developed in regular
shape such as a square or a rectangle as per
demand of the erroded shape using chisel, making
walls of the dipression / pot holes verticle on all
sides , taking photographs / video for such spots
before , during execution & after execution of work
& loading the same on computer of sub Division /
Division office etc. complete spreading in uniform
thickness, hand packing, rolling with Static roller having
weight 8-10 tonnes in stages to proper grade and
camber, applying and brooming requisite type of
screening/ binding Materials to fill up the interstices of
coarse aggregate, watering and compacting to the
required density as directed etc. complete.
( For Patch Repairs only )
For metal Grading - I Using stone screening type A
(13.2 mm agg.)Cum. 1444.00 275.00
Spec. No. M.O.R.T.& H. - 2001 Cl. 404 P.112
58 Providing, laying, spreading and compacting graded
course aggregate confirming with table 400-13 to wet
mix macadam specification including premixing the
Material with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site, laying in
uniform layers with paver finisher in sub- base / base
course on well prepared surface and compacting
with vibratory roller having static weight 8 to 10
MT. to achieve the desired density as directed etc
complete.(Excluding transportation of materials.)
Cum. 1220.00 18.00
Spec. No. M.O.R.T.& H. - 2001 Cl. 406 P. 123
224
Completed Labour
59
MORTH
404
Brooming the W.B.M. surface by wire Brushes, coir
brushes, dusting, cleaning etc. for receiving the
bituminous treatment complete. Brooming the Water
Bound Macadam surface by wire.
Sqm. 6.00 6.00
Spec. No. : MORTH 404
60Sqm. 130.00 10.00
RD
64
Spec. No. : MORTH 509 / Page No.194
61 Sqm. 88.00 10.00
RD
64
62 Sqm. 195.00 11.00Providing and constructing 75 mm. thick Modified
Penetraction Macadam (MPM) road surface
including all materials, preparing the existing road
surface, spreading 40 mm. stone metal layers 30%
crusher broken metal + 70% Hand broken (by
breaking rubble obtained by blasting) heating and
spraying the bitumen of VG-30 grade @ 2
Kg/sqm, spreading 12 mm.size chips compacting
with three wheel static roller having weight 8 to 10
MT. to achive the desired degree of compaction as
per Technical Specification Clause 506 etc.
complete. Including picking of existing WBM
surface. (only for patch repair)
Spec. No. : As direced by Engineer-in-charge
5(C) ASPHALTIC CONSTRUCTION
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
Providing single coat surface dressing on W.B.M.
road surface including supplying all materials,
preparing and cleaning the base, heating and
applying bitumen of VG-30 grade, spreading chips
use of tools, plant and equipments and rolling, with
cstatic roller of 8-10 tonnes etc. complete.
Providing single coat surface dressing on
bituminous surface including supplying all
materials, cleaning the road surface, heating and
applying bitumen of
VG-30 grade , spreading chips, use of tools, plant
and equipments and rolling, with static roller of 8-10
tonnes etc. complete.
225
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
,63 Providing and constructing 75 mm. thick Modified
Penetraction Macadam (MPM) road surface
including all materials, preparing the existing road
surface, spreading 40 mm. stone layers metal 30%
crusher broken metal + 70% Hand broken metal (By
breaking Rubble obtained by blasting) , heating and
spraying the bitumen of VG-30 grade @ 2 kg / sqm ,
spreading 12mm.size chips compacting with three
wheel static roller having weight 8 to 10 MT. to achive
the desired degree of compaction as per Technical
Specification Clause 506 etc.complete, including
applying tack coat of VG 10 grade bitumen at the rate
of 0.30 Kg./ Sqm. on existing bitumen surface.
Sqm. 212.00 11.00
64 Providing and constructing 50 mm. thick Modified
Penetraction Macadam (MPM) road surface
including all mataerials, preparing the existing road
surface, spreading 40mm. stone metal layers 30%
crusher broken metal + 70% Hand broken (by breaking
rubble obtained by blasting) heating and spraying the
bitumen of VG-30 grade @ 1.75 kg/sqm, spreading
12mm.size chips compacting with three wheel static
roller having weight 8 to 10 MT. to achive the desired
degree of compaction as per Technical Specification
Clause 506 etc. complete. Including picking of
existing WBM surface.
Sqm. 158.00 9.00
Spec. No. : As direced by Engineer-in-charge
Spec. No. : As direced by Engineer-in-charge
226
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
65 For Patch repairs only
Filling pot holes & patch repairs by Providing and
laying 50 mm. thick Modified Penetraction
Macadam (MPM) road surface using 40 mm. stone
metal layers spread over the clean surface in
proportion of 30% crusher broken metal & 70%
Hand broken metal Hand broken metal obtained by
blasting) ,making good disturbed / erroded /
undulated portion on existing road surface, heating
and spraying the bitumen of VG-10 grade bitumen
@ 1.75 kg / sqm, spreading 12mm.size chips
compacting with three wheel roller having Static
weight 8 to 10 MT. to achive the desired degree of
compaction as per Technical Specification Clause
506 etc. complete. The undulations / patches /
errossion formed on existing road surface shall be
developed in regular shape such as a square or a
rectangle as per demand of the erroded shape using
chisel, making walls of the depression / pot holes
vertical on all sides , taking photographs / video for
such spots before , during execution & after
execution of work & loading the same on computer
of sub Division / Division office etc. complete ( Over
WBM Surface ) (For patch repairs only)
Sqm. 158.00 10.00
Spec. No. : As direced by Engineer-in-charge
66 Providing and constructing 50 mm. thick Modified
Penetraction Macadam (MPM) road surface
including all materials, preparing the existing road
surface, spreading 40mm. stone layers metal 30%
crusher broken metal + 70% Hand broken metal (By
breaking Rubble obtained by blasting) , heating and
spraying the bitumen of VG-30 @ 1.75 kg / sqm,
spreading 12mm.size chips compacting with three
wheel Static roller having weight 8 to 10 MT. to
achive the desired degree of compaction as per
Technical Specification Clause 506 etc.complete,
including applying tack coat at the rate of 0.30 Kg./
Sqm.(on existing bitumen surface.)
Sqm. 175.00 7.00
Spec. No. : As direced by Engineer-in-charge
227
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
67 Sqm. 186.00 10.00
68 Sqm. 138.00 10.00
RD
64
Spec. No. : Rd. 64 / Page No. 233
Providing and laying single coat premix surface
dressing including supplying materials & bitumen of
VG-30 grade @ 2 kg./sqm., preparing and cleaning
the road surface, diversion, heating bitumen,
applying tack coat, mixing bitumen and chips in
bitumen mixer, laying bitumenous single coat premix
surface dressing over W.B.M. road surface
compacting by static roller having weight 8 to 10 MT.
complete.
For Patch repairs only
Filling pot holes & patch repairs by Providing
and laying 50 mm. thick Modified Penetraction
Macadam (MPM) road surface using 40mm. stone
metal layers spread over the clean surface in
proportion of 30% crusher broken metal & 70%
Hand broken metal Hand broken metal obtained by
blasting) ,making good disturbed / erroded /
undulated portion on existing road surface, heating
and spraying the bitumen of VG-10 grade @ 1.75
kg / sqm, spreading 12mm.size chips compacting
with three wheel Static roller having weight 8 to 10
MT. to achive the desired degree of compaction as
per Technical Specification Clause 506
etc.complete including applying tack coat at the
rate of 0.30 Kg./ Sqm.on existing bitumen surface.
The undulations / patches / errossion formed on
existing road surface shall be developed in regular
shape such as a square or a rectangle as per
demand of the erroded shape using chisel, making
walls of the dipression / pot holes verticle on all
sides , taking photographs / video for such spots
before , during execution & after execution of work &
loading the same on computer of sub Division /
Division office etc. complete ( Over B.T.surface )
(For patch repairs only)
228
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
69 Sqm. 152.00 15.00
RD
63
Spec. No. : MORT & H 2013 Clause -510 Page No.
198 & IRC 16-2008
70 For Patch Repairs Only
Filling pot holes & patch repairs by providing &
laying 20mm thick open graded bituminous premix
carpet including supplying all materials, preparing and
cleaning the base, making good disturbed / eroded /
undulated portion on existing road surface, heating
bitumen of VG-10 grade, applying tack coat of @
0.30 kg /sqm mixing hot bitumen & chips with VG-10
grade bitumen @ 1.51 kg./sqm., laying the carpet &
compaction with static roller having weight 8 to 10
MT. The undulation / pathches / Errossion formed
on existing road surface shall be developed in
regular shape such as a square or a rectangle as
per demand of the eroded shape using chisel,
making walls of the depression / pot holes verticle
on all sides. Taking photograph / Video for such
spots before, during execution & after execution of
work & loading the same on computer of Sub
Division / Division office etc complete.
( Cold mix over B.T. Surface)
Sqm. 169.00 13.00
Specification :- Rd 63 / page no. 233 & Govt. of
Mah. P.W.D. circular no. 2011/PK 467/Roads-1, dt.
21/11/2011. & IRC 16-2008
Providing 20 mm thick open graded premix
bituminous carpet including supplying all materials &
bitumen of VG-30 grade @ 1.51 kg./sqm., preparing
and cleaning the base, heating bitumen, applying tack
coat of VG-10 grade @ 0.3 kg /sqm mixing hot
bitumen and chips, laying the carpet and compaction,
with static roller having weight 8 to 10 MT. etc.
complete. (over B.T.Surface) ( Cold mix )
229
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
71 Sqm. 66.00 10.00
RD
66
Spec. No. MORT & H 2013 Clause -511 Page No.
205
72
RD
66
Providing bituminous premix seal coat for Patch
repair works to black top surface including
supplying all materials, including all leads, preparing
existing road surface, heating and applying bitumen,
spreading chips and rolling, by static roller of 8 to 10
Tonne weight (Including cost of cleaning )
including taking photographs / Vedio for such
spots before, during & after execution of works
& loading the same on Computers of Sub-
division / Division office etc. complete.
Sqm. 86.00 9.00
Spec. No. MORT & H 2013 Clause -511 Page No.
205
73
a) Laying with paver finisher Sqm. 62.00 7.00
Spec. No. MORT & H 2013 Clause -511 Page No.
205
Providing bituminousType A liquid seal coat on
bituminous surface including supplying all
materials & bitumen of VG-30 grade preparing
existing road surface, heating and applying bitumen
@ 0.98 Kg./Sqm. by mechanical means, spreading
chips and rolling, by static roller having weight 8
to 10 MT. etc. complete.
Providing bituminous Type B Premix seal coat on
bituminous surface, including supplying all
materials & bitumen of VG-30 grade @0.68 Kg/cm ,
preparing existing road surface, heating bitumen
including in suitable drum mix plant, mixing, laying
with paver finisher and rolling by static roller having
weight 8 to 10 MT. etc. complete. (Tack coat shall
not be added)
230
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
74 Providing and laying of Type - B premix seal coat
with HMP of approprate capacity not less than 75
tonne / hour using crushed stone chipping 6.70 mm
size and penetration bitumen of VG-30 grade @
0.68 Kg / Sqm. , preparing existing road surface ,
laying with paver finisher hydrostatic with sensor
attachment and rolling by smooth wheeled static
roller having weight 8 to 10 MT. etc. complete.
(Tack coat shall not be added)
Sqm. 74.00 7.00
Spec. No. MORT & H 2013 Clause -511Page No.
205
75
a) Type - A Sqm. 176.00 2.00
b) Type - B Sqm. 160.00 2.00
Spec. No. MORT & H 2013 Clause -508 Page No.
192
Providing, laying and compacting of Close-Graded
Premix Surfacing / Mixed Seal Surfacing of 20 mm
thickness composed of 11.2 mm to 0.09 mm (Type-
A) or 13.2 mm to 0.09 mm (Type-B) aggregates
using bitumen of ( VG-30 Grade) for Type A @ 2.20
Kg/Sq.m & for Type B @ 1.90 Kg/Sq.m for mixing
to the required line, grade and level to serve as
wearing course on a previously prepared base,
including mixing in a hotmix plant, laying bituminous
mix with paver finisher and compacting with a
Smooth wheeled power roller 8-10 tonne capacity,
finishing to required level and grade including cost of
tack coat of VG-10 grade bitumen @ 0.3 Kg /
Sqm on B.T. surface.
231
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
76
a) Type - A Sqm. 191.00 2.00
b) Type - B Sqm. 175.00 2.00
Spec. No. MORT & H 2013 Clause -508 Page No.
192
77 Sqm. 22.00 2.00
Spec. No. MORT & H 2013 Clause -503 Page No.
169
78 Providing & applying Prime coat with Bitumen VG-
10 grade on WBM / WMM of granular base ,
spraying bitumen @ 0.75 kg/sqm with the help of
self propelled or towed bitumen pressure sprayer
equiped with suitable nozels to achive uniform dose,
including cleaning of road surface by power
mechanical sweepers etc. complete.
Sqm. 46.00 5.00
MORTH specification for Raods & Bridge work fifth
revision 2013 section 502 / Page No. 166
Providing, laying and compacting of Close - graded
premix surfacing / Mixed seal surfacing of 20 mm
thickness composed of 12.2 mm to 0.09 mm (Type-
A) aggregates using bitumen of VG-30 grade for
Type A @ 2.20 Kg/Sq.m & for Type B @ 1.90
Kg/Sq.m for mixing to the required line, grade and
level to serve as wearing course on a previously
prepared base, including mixing in Batch mix type
Hotmix Plant - 80- 120 TPH Capacity with SCADA,
laying with paver finisher hydrostatic with sensor
attachment and rolling with a smooth wheeled roller
8-10 M.T.capacity, finished to required level and
grades. Including tack coat of VG-10 grade Bitumen
@ 0.30 kg/ Sq.m etc complete.
Providing & applying tack coat of Bitumen VG-10
grade @ 0.30 Kg/Sqm. on BT Surface / granular
surface treated with primer / cement concrete
pavement by mechanical sprayers including
cleaning surface, conveying, heating and cost of
bitumen etc. complete.
Spec.No.: IRC 16-2008
232
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
79 Sqm. 146.00 3.00
Spec.No.: MORT&H 2013 clause - 510 P. No.198
80 Sqm. 158.00 7.00
Spec.No.: MORT & H 2013 clause 510 P. No. 198
Providing, laying and rolling of open - graded
premix surfacing (Hot Mix Hot Laid) of 20 mm
thickness composed of 13.2 mm to 5.6 mm
aggregates using bitumen of VG-30 grade @ 1.46
kg./sqm. to required line, grade and level to serve
as wearing course on a previously prepared base,
including mixing in Batch mix type Hotmix Plant - 80-
120 TPH Capacity with SCADA, laying with paver
finisher hydrostatic with sensor attachment and
rolling with a smooth wheeled roller 8-10
M.T.capacity, finished to required level and grades.
Including tack coat of VG-10 grade Bitumen @
0.30 kg/ Sq.m etc complete.
Providing, laying and rolling open - graded premix
surfacing (Hot Mix Hot Laid) of 20 mm thickness
composed of 13.2 mm to 5.6 mm aggregates using
bitumen of VG-30 grade @ 1.46kg./sqm.to required
line, grade and level to serve as wearing course on
a previously prepared base, including mixing in a
suitable drum mix plant, laying with paver finisher
and rolling with a smooth wheeled roller 8-10 MT
capacity, finished to required level and grades.
Including tack coat of VG-10 grade Bitumen @
0.30kg / sqm. etc complete.
233
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
81 Providing and laying Hot Mix Hot Laid Bituminous
Macadam 50 / 75 mm Average thickness with 3.4
% bitumen of VG-30 grade by weight of total mix
for levelling course to remove irregularities, including
all material and crushed aggregates of grading II,
premixed with bituminous binder, including diversion
of traffic, heating bitumen and chips in drum mix
plant, laying bituminous macadam over a previously
prepared surface by paver finisher to the required
grade, level & alignment, including compacting with
Vibratory roller having static weight 8 to10 MT to
achieve desired density as directed by Engineer in
charge, transportation and cost of all materials,
cleaning etc. complete. (excluding tack coat)
Cum 5960.00 34.00
82 Providing and laying Hot Mix Hot Laid Bituminous
Macadam 50 / 75 mm Average thickness with 3.4
% bitumen of VG-30 grade by weight of total mix
for levelling course to remove irregularities, including
all material and crushed aggregates of grading II,
premixed with bituminous binder, including diversion
of traffic, heating bitumen and chips in drum mix
plant, laying bituminous macadam over a previously
prepared surface by Hydrostatic paver finisher
with sensor control to the required grade, level &
alignment, including compacting with Vibratory
roller having static weight 8 to 10 MT to achieve
desired density, transportation and cost of all
materials, cleaning etc. complete. (excluding tack
coat)
Cum. 5990.00 34.00
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 504 P.
No. 170
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 504 P.
No. 170
234
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
83 Providing and laying Hot Mix Hot Laid Bituminous
Macadam of thickness 50 to 75 mm with 3.4 %
bitumen of VG 30 Grade by weight of total mix for
levelling course to remove irregularities, including all
material and crushed aggregates of grading II,
premixed with bituminous binder, heating bitumen
and chips in hot mix plant, transported to site with
VTS, laying bituminous macadam over a previously
prepared surface including diversion of traffic,
finished to the required grade, level, alignment and
rolling to achieve the desired compaction with
vibratory roller having static weight 8 to10 MT to
achieve the desired compaction as per MORT&H
specification complete in all respect Using 80-120
TPH Batch mix type hot mix plant with SCADA,
Sensor Paver, Intelligent Compactor with
compaction analyzer and VSAT attachment.
(excluding cost of tack coat)
Cum. 6230.00 34.00
84 Providing and laying Bituminous Concrete of
thickness 30 to 40 mm on prepared surface with
specified graded crushed stone aggregates
premixed with Bitumen of VG 30 Grade and 2%
filler as cement by total weight of aggregate as per
Job Mix, including diversion of traffic, heating
bitumen and chips, mixing bitumen, chips and filler
in drum mix plant, transporting the mix to the work
site, laying with a paver finisher to the required
grade, level and alignment, compacting with
vibratory roller having static weight 8 to 10 MT to
achieve the desired compaction as per MORT&H
specification complete in all respect excluding cost
of tack coat. ( The rate is for Bitumen content @
5.4 % by weight of total mix )
Cum. 8970.00 36.00
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 504 P.
No. 170
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 507 P.
No. 188
235
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
85 Providing and laying Bituminous Concrete of
thickness 30 to 40 mm on prepared surface with
specified graded crushed stone aggregates
premixed with Bitumen of VG-30 Grade and 2% filler
as cement by total weight of aggregate as per Job
Mix, including diversion of traffic, heating bitumen
and chips, mixing bitumen, chips and filler in hot mix
plant, transporting the mix to the work site, laying
with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment,
compactiong with vibratory roller having static
weight 80 to 10 MT to achieve the desired
compaction as pre MORTH&H specification
complete in all respect excluding cost fo tack coat.
(The rate is for Bitumen content @ 5.4% by weight
of total mix)
Cum. 9020.00 36.00
86 Providing and laying Bituminous Concrete of
thickness 30 to 40 mm on prepared surface with
specified graded crushed stone aggregates
premixed with Bitumen of VG 30 Grade and 2%
filler as cement by total weight of aggregate as per
Job Mix, including diversion of traffic, heating
bitumen and chips, mixing bitumen, chips and filler
in drum mix plant, transporting the mix to the work
site with VTS, laying with a hydrostatic paver
finisher with sensor control to the required grade,
level and alignment, compacting with vibratory roller
having static weight 8 to 10 MT to achieve the
desired compaction as per MORT&H specification
complete in all respect Using 80-120 TPH Batch
mix type hot mix plant with SCADA, Sensor
Paver, Intelligent Compactor with compaction
analyzer and VSAT attachment. (excluding cost
of tack coat) ( The rate is for Bitumen content @
5.4 % by weight of total mix )
Cum. 9280.00 36.00
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 507 P.
No. 188
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 507 P.
No. 188
236
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
87 Providing and laying dense graded bituminous
macadam of required thickness on prepared
surface with specified graded crushed aggregates
for base / binding course, premixed with bitumen of
VG 30 Grade and 2 % filler as cement of total
weight of aggregate as per Job Mix Formula,
transporting the hot mix to work site, laying with a
paver finisher to the required grade , level and
alignment, compacting with vibratory roller having
static weight 8 to 10 MT to achieve the desired
compaction as per MORT&H specification complete
in all respect, excluding cost of tack coat.
a) For grading I material ( 37.5 mm nominal size )
for 75 to 100 mm thickness. Bitumen 4%
Cum. 7180.00 35.00
b) For grading II material ( 26.5 mm nominal size
) for 50 to 75 mm thickness. Bitumen 4.50%
Cum. 7750.00 35.00
88 Providing and laying Dense Graded Bituminous
Macadam of required thickness on prepared surface
with specified graded crushed aggregates for base /
binding course premixed with bitumen of VG-30
grade and 2 % filler as cement of total weight of
aggregate as per Job Mix Formula, transporting the
hot mix to work site, laying with a hydrostatic paver
finisher with senser control to the required grade,
level and alignment,compacting with Vibratory
roller having Static weight 8 to 10 MT to achieve
the desired density as per MORT & H specification
complete in all respect, excluding cost of tack coat
etc complete.
a) For grading I material ( 37.5 mm nominal size )
for 75 to 100 mm thickness. Bitumen 4%
Cum. 7240.00 35.00
b) For grading II material ( 26.5 mm nominal size
) for 50 to 75 mm thickness. Bitumen 4.50%
Cum. 7800.00 35.00
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 505 P.
No. 174
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 505 P.
No. 174
237
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
89 Providing and laying dense graded bituminous
macadam of required thickness on prepared
surface with specified graded crushed aggregates
for base / binding course, premixed with bitumen of
VG 30 Grade and 2 % filler as cement of total
weight of aggregate as per Job Mix Formula,
transporting the hot mix to work site with VTS, laying
with a hydrostatic paver finisher with sensor
control to the required grade , level and alignment,
compacting with vibratory roller having static
weight 8 to 10 MT to achieve the desired
compaction as per MORT&H specification complete
in all respect Using 80-120 TPH Batch mix type hot
mix plant with SCADA, Sensor Paver, Intelligent
Compactor with compaction analyzer and VSAT
attachment. (excluding cost of tack coat)
a) For grading I material ( 37.5 mm nominal size )
for 75 to 100 mm thickness. Bitumen 4%
Cum. 7480.00 35.00
b) For grading II material ( 26.5 mm nominal size
) for 50 to 75 mm thickness. Bitumen 4.50%
Cum. 8050.00 35.00
90 Labour for metal patch repairs including preparing
surface, adding required quantity of metal, murum,
watering, ramming etc complete.
Sqm. 28.00 28.00
91 Labour for screening metal chips etc complete. Cum. 33.00 33.00
Spec.No.:M.O.R.T.& H. 2013. Clause.No. 505 P.
No. 174
238
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
92
MORTH
Design of overlay for existing B.T. surface with
carrying out testing by Benkelman Beam method as
per guide lines in IRC 81:1997 including design &
testing at site. The charges for transportation of
Benkelman Beam, loaded truck labour for testing
and traffic control are not included..
Km. 5940.00 0.00
Spec. No. : As directed by Engineer in charge
93
MORTH
Carrying out roughness index / road unevenness
test with car mounted / Jeep towed ARUR machine
(Automatic Road Unevenness Recorder) calibrated
from C.R.R.I. New Delhi (Central Road Research
institute) or any other equivalent authority including
taking observations, feeding data and giving
computerised test results including hire charges of
all machinary and labour etc. complete.
Km. 361.00 35.00
i) Road surface Single lane(B.T / W.B.M.) 3.75 m
width
Spec. No. : As directed by Engineer in charge
94
MORTH
Carrying out roughness index / road unevenness
test with car mounted / Jeep towed ARUR machine
(Automatic Road Unevenness Recorder) calibrated
from C.R.R.I. New Delhi (Central Road Research
institute) or any other equivalent authority including
taking observations, feeding data and giving
computerised test results including hire charges of
all machinary and labour etc. complete.
Km. 722.00 62.00
i) Road surface Single lane(B.T / W.B.M.) 5.50 m. to
7.00 m width
Spec. No. : As directed by Engineer in charge
239
Completed Labour
SR. NO.
&
CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs. )
95
MORTH
Carrying out roughness index / road unevenness
test with car mounted / Jeep towed ARUR machine
(Automatic Road Unevenness Recorder) calibrated
from C.R.R.I. New Delhi (Central Road Research
institute) or any other equivalent authority including
taking observations, feeding data and giving
computerised test results including hire charges of
all machinary and labour etc. complete.
Km. 361.00 35.00
i) Road surface Single lane(B.T / W.B.M.) Each
additional lane width
Spec. No. : As directed by Engineer in charge
96
MORTH
Dead Journey charges for Transporation of
machine / vehicle for Carrying out roughness index
/ road unevenness test with car mounted / Jeep
towed ARUR machine (Automatic Road Unevenness
Recorder) calibrated from C.R.R.I. New Delhi
(Central Road Research institute) or any other
equivalent authority including taking observations,
feeding data and giving computerised test results
including hire charges of all machinery and labour
etc. complete.
Km. 13.00 1.00
Spec. No. : As directed by Engineer in charge
240
241
SPECIFICATIONS FOR BITUMINOUS BOUND MACADAM
Item : Providing and laying 50/75 mm thick bituminous bound macadam (BBM) road surface including supplying all materials, preparing the existing road surface, spreading 40 mm stone metal layers, heating and spreading the bitumen, spreading 12 mm size chips, compacting with power roller etc. complete.
(a) Including picking of existing WBM surface. (b) Including applying tack coat at the rate of 50 Kg / 100 Sqm on existing bituminous
surface. 1. General
The work consists of supply of all materials and labour required for providing and laying bituminous bound macadam surface for compacted thickness of 50/75 mm. The item includes preparing the existing road surface to receive the bituminous bound macadam course, spreading of 40 mm size hand broken metal laying in required thickness with compacted with static roller, heating and spraying bitumen with equipment plant etc. spreading key aggregates, 12 mm chips and final compaction with static roller etc. complete. The work shall be finished in accordance with the requirement of this specification and in close conformity with grades, lines, cross sections and thickness as per approved drawings or as directed by the Engineer in charge. 2. Diversions
Temporary diversions shall be constructed and maintained by the contractor at his own cost. Diversions shall be watered if dust is likely to blow on to the road being bituminised. 3. Materials:
(A) Aggregates: The aggregates for providing B.B.M. surface shall comply with specification Nos. Rd-41 for 40 mm and 12 mm size metal, and shall normally comply with the following according to size and quality of aggregate and grade and quantities of bitumen:
Description
Rate of application for 100 Sqmt.
75 mm 50 mm
On asphalt surface
On W.B.M. Surface
On asphalt surface
On W.B.M. Surface
a) 40 mm size hand broken metal
9.00 Cum
9.00 Cum 6.00 Cum 6.00 Cum
b) 12 mm size chips 1.80 Cum 1.80 Cum 1.20 Cum 1.20 Cum
c) Bitumen for grouting I.S.grade S35 with VG-40 (30/40) penetration or S 65 with VG-30 (60/70)
200 Kg 200 Kg 175 Kg 175 Kg
d) Tack coat for existing bituminous surface.
50 Kg -- 50 Kg --
Note :- Hand broken metal is preferred. However upto 30 % of total quality of 40 mm size metal, 40 mm crusher broken metal can be used.
(B) Bitumen : The bitumen shall be paving bitumen suitable penetration grade within the range S 35 to S 65 or A 35 to 65 (VG-40 to VG-30) (30/40 to 60/70) as per Indian Standard Specification for 'Paving Bitumen' IS : 73-1992.
242
4. Preparing the base :
Any pothole in the existing bituminous road surface and broken edges shall be patched well and the surface shall be brought to correct level and camber with additional metal and bitumen as required which will be paid separately. Before starting the work the bituminous surface shall be swept clean of all the dirt, mud cakes, animal droppings & other loose foreign material.
If so required by the Engineer, the contractor shall keep the side width & nearby diversion watered to prevent dust from blowing over the surface to be bituminised.
Existing water bound macadam surface shall be picked for and surface loosened for a depth of 2.5 cm and the picked surface shall be brought approximately to the correct camber and section Edge line shall be correctly marked by dog belling the surface to form a continuous vee notch.
There shall always be sufficient length of prepared surface ahead of the bituminous surfacing operations as directed by the Engineer to keep these operations continuous.
5. Tack coat on bitumen surface : Applying tack coat for existing B.T.surface only at the rate of 50 Kg/100 m2 as per specification No. RD 47.3.3. 6. Picking of existing W.B.M. Surface : Picking of existing W.B.M. surface for receiving bituminous bound macadam as per Rd 33.
7. Spreading and Compaction : 7.1 : Spreading of 40 mm metal - 40 mm metal shall be spread only at the specified rate of 9 cubic metric / 6 cubic metre per 100 sqm of area so as to form a layer over the width of road correct camber / super elevation as required. Any foreign matter, organic matter, dust, grass etc. shall be removed immediately. The sections shall be checked with camber board and straight edge batten etc. Any irregularities shall be made good by adding aggregates in case of depressions and removing aggregates from high spots checked with camber board and straight edge batten etc. Any irregularities shall be made good by adding aggregates in case of depressions and removing aggregates from high spots. 7.2 : Compaction of 40 mm size metal - The surface of 40 mm metal layer after bringing it to necessary grades and sections shall be rolled with the sue of 8 to 10 tonnes power roller. Rolling shall commence from the edges and progress towards centre longitudinally except on super elevated portion it shall progress from the lower to upper edge parallel to the centre line of pavement. When the roller has passed over the whole area any high spots or depressions, which become apparent shall be corrected by removing or adding aggregates. The rolling shall then be continued till the entire surface has been rolled to desired compaction such that there is no crashing of aggregates and all roller marks have been eliminated. Each pass of roller shall uniformly overlap not less than one third of the track made in the preceding pass. 8. Application of Bitumen : Bitumen of I.S.grade S.35 or S.35 supplied for the work shall be heated to temperature of 177 Celsius to 191 Celsius (350 F to 375 F) in a bitumen boiler and temperature shall be maintained at the time of actual application. The hot bitumen shall be applied through a pressure sprayer on the road surface uniformly at the rate of 200 Kg / 100 Sqmt. or 175 Kg / 100 Sqmt. The road surface shall be divided into suitable rectangles marked by chalk so as to ensure correct rate of application of the bitumen.
243
9. Key Aggregates : On completion of bitumen application, 12 mm size key aggregate shall be spread immediately at a uniform rate of 1.8 cubic meter / 1.2 cubic meter per 100 square meter of area when entire surface is in hot condition. Brooms shall be used to ensure even distribution of key aggregate. 10. Final Compaction : Immediately after spraying of bitumen and spreading of key aggregate, the surface shall be rolled with a power roller to obtain full compaction and to force the blindage of key aggregate into the interstices of the coarse aggregate. The rolling shall continue till the asphalt surface hardens and key aggregates stop moving under poser roller. 11. Surface finish and quality control : The surface finish shall conform to requirements of clause 902 of specifications for Road and bridges by Ministry of Surface Transport (copy enclosed) Quality Control Test and their frequencies shall be as per table below :
Sr.No. Test Frequency
1 Quality of binder Two samples per lot to be subjected to all or some test as directed by the Engineer.
2 Aggregate Impact Value One test per 200 cubic meter of aggregate.
3 Flankiness Index and Elongation Index
One test per 200 cubic meter of aggregate.
4 Stripping value Initially one set of three representative specimen for each source of supply subsequently when warranted by changes in the quality of aggregate.
5 Water absorption of aggregates
Initially one set of three representative specimen for each source of supply subsequently when warranted by changes in the quality of aggregate.
6 Aggregate grading One test per 200 cubic meter of aggregate.
7 Temperature of binder at application.
At regular close intervals.
8 Rate of spreading for binder
One test per 500 cubic meter of area.
12. Items to include :
(i) Diversions unless separately provided in the tender. (ii) Preparing the road surface. (iii) Applying tack coat on existing B.T. or picking the existing W.B.M. surface. (iv) Supplying spreading and compaction of 40 mm and 12 mm size aggregate. (v) Supplying, heating and spraying bitumen. (vi) Supplying, spreading and compaction of 12 mm size chips. (vii) All labour, materials, including bitumen and aggregates used of tools,
plants and equipment for completing the item satisfactorily. 13. Mode of Measurement and payment: The contract rate shall be for 100 Sqm. The
measurements shall be for the width of the road as executed, limiting it to the width specified or as ordered by the Engineer and the length measured along the center line. The measurement dimensions shall be recorded correct upto two places of decimals of a meter and the area worked out correct upto one place of decimal of a Sqm.
Completed Labour
97 Providing and Laying in situ cement concrete of
required grade, of trap/ granite/quartzite/gneiss
metal for cement concrete pavement including
mixing in mixer , ramming plywood/steel
formwork,steel centering curing , applying oil on both
side of centering compaction by vibrating using plate
, needle and screed vibrator as required brooming
concrete surface to get serration levelling the surface
to the camber as directed and curing etc. complete
including use of plastisizer as directed by Engineer
incharge.(excluding cost of reinforcement) newly laid
concrete shall be covered by gunny bag plastic,
tarpolin etc.(wooden centering /formwork will not
allowed) as per specification given and directed by
Engineer-incharge Item include cement vata in
C.M.1:8 at 0.6 m. x 0.6 m.c/c admeasuring 80 mm.
at bottom and 40 mm.at top and depth of 75 mm. and
maintaining the same throughout 28 days curing
period and removing the same thereafter by using
light tools without damaging pavement as directed by
Engineer-incharge.
(including initial lead of 5 Km)
As directed by Engineer-incharge.
By using NonTilting Mixer & Weight batcher of
approved quality
a) M-30 Grade Cu.m. 5401.00 474.00
b) M-35 Grade Cu.m. 5505.00 474.00
c) M-40 Grade Cu.m. 5574.00 474.00
5(D) CONCRETE PAVEMENT
DESCRIPTION OF ITEMS UNITSR. NO.
&
CODE
NO.
RATE FOR 2014-15
( In Rs. )
244
Completed Labour
DESCRIPTION OF ITEMS UNITSR. NO.
&
CODE
NO.
RATE FOR 2014-15
( In Rs. )
98 Providing and laying ready mix Cement concrete
pavement of M-30 grade with 25% fly Ash of trap /
granite / quartzite /gneiss metal including mixing in
ready mix plant of approved make including
transportation of concrete mix for wearing course ,
including plywood/steel formwork, steel centering and
compaction by vibrating using plate, needle and
screed vibrator as required grooming the concrete
surface to get serrations leveling to the surface as
directed & curring etc. complete including use of
plastisizers and retarders as directed by engineer in
charge (excluding cost of reinforcement) Newly laid
concrete shall be covered by gunny bag, plastic,
tarpolin, etc. (Wooden centering / formwork will not
be allowed) as per specification given and directed by
Engineer in charge. Item includes cement vata in CM
1:8 at 0.60 m x 0.60 m centre to centre admeasuring
80 mm at bottom and 40 mm at top & depth of 75 mm
and maintaining the same throughout 28 days curring
period and removing the same
thereafter by using light tool without damaging
pavement (Including transportation of Concrete
mix up to work site & including initial lead of 5.00
Km for raw materials up to plant site).
a) M-30 Grade Cu.m. 5668.00 173.00
b) M-35 Grade Cu.m. 5723.00 173.00
c) M-40 Grade Cu.m. 5777.00 173.00
99 Providing and fixing in position mild steel dowel
bars precoated with anticorrosive epoxy paint of
32 mm. Dia. 60 cms. Long and at 30.00 cm. C/C &
wherever directed including handling, straightening,
necessary cutting supported by HYSD chairs with
proper alignment by using properly designed
assembly of Bulkheads lubricating half length with
bituminous paint as directed etc. complete.
No. 234.00 31.00
As directed by Engineer-incharge.
245
Completed Labour
DESCRIPTION OF ITEMS UNITSR. NO.
&
CODE
NO.
RATE FOR 2014-15
( In Rs. )
100 Providing and fixing in position HYSD tie bars
precoated with anticorrosive epoxy paint of 12
mm dia. 70 cms.long and at 30.00 cm. C/C &
wherever directed including handling, straightening
wrapping with paper of approved quality for half
length, necessary cutting, handling, straightening ,
supported by assembly of HYSD chairs with proper
alignment etc. complete.
No. 28.00 5.00
As directed by Engineer-incharge.
101 Cutting transverse contraction joints 3 to 4 mm
wide and depth 60mm. .in concrete slab using
concrete cutting machine with diamond studded saw
within 48 hours of casting of bay / slab etc. complete
including subsequent widening of the groove 8 to 10
mm. wide at top having depth of 15 mm. as directed
by Engineer incharge.
Rmt. 68.00 22.00
As directed by Engineer-incharge.
102 Providing to contraction joints polysuphide
sealent (Pouring grade) confirming to BS : 5212 -
1989 into sawed groove widened at top for sealent
reservoir of specified size and shape as per detailed
drawing including fixing Polyethylene foam back up
rod of required diameter (appraox. 25% larger than
the initial 3 mm.to 4 mm. joint) overlaid with bond
breaking tape as per detailed drawing. Item includes
cleaning the joints with water jet / air compressor &
allowing joint to become thoroughly dry before sealent
is applied and applying primer.
(A) Contraction & longidudinal joints (15 mm. deep x
8 mm.wide)
Rmt. 205.00 10.00
As directed by Engineer-incharge.
246
247
SPECIFICATIONS FOR RIGID PAVEMENT 1. Scope
1.1 The work shall consist of construction of unreinforced dowel jointed plain
cement concrete pavement in accordance with the requirement of these specifications and in conformity with the lines, grades and cross section shown on the drawing or as directed by the Engineer-in-Charge. The work shall include furnishing of all plants and equipments, materials and labour and performing all operations in connection with the work as approved by the Engineer-in-Charge.
1.2 The design parameters viz. thickness of pavement slab, grade of concrete, joint details etc. shall be as stipulated in the drawings.
2. Materials
2.1 Source of Materials : The Contractor shall indicate to the Engineer-in-Charge the source of all materials to be used in the concrete work sufficiently in advance, and the approval of the Engineer-in-Charge for the same shall be obtained before the scheduled commencement of the work. If the Contractor later proposes to obtain materials from a different source, he shall notify the same to Engineer-in-Charge for his approval before such materials are to be used.
2.2 Cement : Ordinary Portland Cement for use on the works shall comply in every respect with the requirements of the IS-8112 amended from time to time. The cement used in the works shall be manufactured in India and shall be of a make and quality approved by the Engineer-in-Charge. Only 43 grade Ordinary Portland Cement shall be used. The Contractor shall provide and maintain proper and sufficient storage sheds for the cement on the worksite. The floor of the stores shall be raised at least 23 cm. from the ground in order to protect the bags from moisture. Cement damaged by exposure or otherwise will not be allowed to be used in the Work and same shall be removed from the site at once.
2.3 Admixtures :
Admixtures conforming to IS : 9103 and IS : 6925 shall be permitted to improve workability of the concrete or extension of setting time on satisfactory evidence that it will not have any adverse effect on the properties of concrete with respect to strength, volume change, durability and has no deleterious effect on steel bars. The particulars of the admixture and the quantity to be used, must be furnished to the Engineer -in-Charge in advance to obtain his approval before use.
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2.4 Coarse Aggregate :
(i) Aggregates for pavement concrete shall be natural material
complying with IS : 383 with a Los Angeles Abrasion Test limits not more than 35 percent. The limits of deleterious materials shall not exceed the requirements set out in IS : 515. No aggregate having water absorption more than 2% shall be used.
(ii) Coarse aggregate shall consist of clean, hard, strong, dense, non porous and durable pieces of crushed stone or crushed gravel and shall be devoid of pieces of disintegrated stone, soft, flaky elongated, very angular or splintery pieces. The maximum size of coarse aggregate shall be 20 mm. for M-40 grade pavement concrete and for dense lean concrete (DLC) it shall be 25 mm. Continuously graded or gap graded aggregates may be used as stipulated in IRC 44 and IRC 59 respectively, depending on the grading of the fine aggregate.
The aggregate shall not be alkali reactive. Dumping and stacking of aggregates shall be done in an approved manner. In case the Engineer-in-Charge considers that the aggregate are not free from dirt, the same may be washed and drained for at least 72 hours before batching as directed by the Engineer-in-Charge. In such situation the absorbed moisture content shall be carefully monitored for controlling water cement ratio.
(iii) Fine Aggregate :
The fine aggregate shall consist of clean, natural sand conforming to IS:383. Fine aggregate shall be free from soft particles, clay, shale, loam, cemented particles, mica and organic and other foreign matter.
(iv) Sand shall be of approved quality with fineness modulus between 2.4 to 3.0 as per approved mix design. The same will have to be screened to remove the oversize particles and washed to reduce the silt contents below 4% by volume after 24 hour and to bring it within the permissible range of fineness modulus. Blending of sand of fine and coarse quality may be permitted to achieve the required FM if it is found necessary to give desired results. The fine aggregates will be tested and retested as directed by the Engineer-in-Charge till they satisfy the required norms as per IS and as specified above.
2.5 Water :
Water used for mixing and curing of concrete shall be clean and free from injurious amount of oil, salt, acid, vegetable matter, or other substances harmful to the finished concrete. It shall meet the requirements stipulated in IS : 456-2000.
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(i) The rate proposed in this tender for all concrete and allied works
are inclusive of water cost. The Contractor shall have to make their own arrangements at their cost for bringing adequate water of potable quality for mixing concrete, curing purposes and for this no extra payment will be made.
(ii) The water brought for concreting and curing etc. shall be got tested
from the laboratory as approved by Engineer-in-Charge to verify whether it is suitable for above purposes whenever directed. This testing will be done at Contractor’s cost.
2.6 Premoulded Joint Filler :
Premoulded joint filler for expansion joint shall be of thickness shown in the drawing with tolerance of + 1.5 mm. It shall be 25 mm. less in depth than the thickness of the slab with tolerance of + 3 mm. and provided to the full width between side forms. Holes to accommodate dowel bars shall be accurately bored or punched out to give a sliding fit on the dowel bars. The joint filler shall comply with the requirements of IS:1838 Part I and II “Specifications for Premoulded fillers for Expansion joint in concrete”.
2.7 Joint sealing compound :
Cold applied sealent Polysulphide base (Pouring Grade) conforming to BS-5212 Part II and IS 11433 shall be used. If primers are recommended by the manufacturer, they shall be applied neatly with an appropriate brush.
2.8 Steel :
The steel shall conform to the requirement of IS : 432, IS : 1139 and IS : 1786 as relevant. The dowel bars shall conform to Grade S 240 and tie bars to grade S 425 of IS. If steel mesh is used, it shall conform to IS : 1566. The steel shall be coated with epoxy paint for protection against corrosion.
3. Proportion of concrete mix
3.1 Immediately upon the receipt of work order, the Contractor shall inform the
Engineer-in-Charge the exact location of source of the accepted materials. After approval of all the materials to be used in Pavement Quality Concrete, the Contractor shall submit the mix design based on proportion by weight of all ingredients for the approval of Engineer-in-Charge. The mix design shall be submitted to the Engineer-in-Charge at least one month in advance of commencing the paving operation.
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For design of cement concrete mixes guidance may be had from IRC-44 “Tentative guidelines for cement concrete mix design for road pavement and IS-10262 and IS-SP-23 Hand book on concrete mixes”.
3.2 The minimum cement content for Dry Lean Concrete and Pavement Quality Concrete shall be as follows : Dry Lean Concrete (DLC) Grade M-10 220 Kg. per Cum. Pavement Quality Concrete (PQC) Grade M-40 350 Kg. per Cum. If this minimum cement content is not sufficient to produce in the field, concrete of the strength specified in the design, it shall be increased as necessary without additional compensation under the Contract. The maximum cement content shall, however, not exceed the limits as specified in relevant IRC Codes.
3.3 Specification criteria for mix design.
a) Cement content
b) W/C ratio
c) Cement As specified in Work Specific
d) MSA technical specifications.
e) Flexural strength
3.4 Concrete Strength : 3.4.1 Even though, it is the obligatory duty of the Contractor to have an up to
date laboratory at site as stipulated under subsection B of section V of this volume and carryout the necessary tests as per standard forms in this laboratory, they shall submit at least, once in two weeks, additional 3 cubes of M-40 cement concrete work for testing at the approved Laboratory for 28 days strength, 3 flexural beams alongwith the corresponding 3 C.C. cubes for testing flexural as well as compressive strength. The Contractor shall arrange to send the cubes and flexural beams to approved material testing laboratory at least seven days before the date of testing of the cubes, failing to which penalty of Rupees 500/- per day will be imposed and recovered from the Contractor's bill. The charges for the testing of cubes and beams shall be borne by the Contractor.
The cubes shall also be tested for 7 days and 28 days strength at the Contractor’s laboratory in the presence of Engineer-in-Charge or his representative. Whenever any material, cubes and beams are required to be sent to the Regional/ District Laboratory, the same shall be transported to the Government Laboratory by the Contractor at his own cost. However, the Contractor shall cast cubes during concreting of each slab and test the cubes at field laboratory in accordance with IS : 516 for 7 days and 28 day’s strength. The acceptance criteria for test result shall be in accordance with IS–456–2000.
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3.4.2 While designing the mix in the laboratory, correlation between flexural and
compressive strength of concrete shall be established on the basis of tests on samples for any adjustment in design. However, be ensured that in such case the materials and mix proportions remain unaltered. The water content shall be the minimum required to provide the specified workability for full compaction of the concrete to the required density.
3.4.3 At least three cube specimens, one each for 7 days and 28 days strength
testing, shall be cast for every 50 Cum. or part thereof of concrete placed during construction. On each day's work, not less than nine cubes shall be cast and the same shall be tested in presence of the Engineer-in-Charge or his representative in accordance with the testing procedure.
3.4.4 The ratio between the 7 and 28 days strength shall be established for the
mix to be used in the slab in advance, by trial design mix. The average strength of the 7 days cubes shall be divided by the average strength of the 28 days for each work and the ratio 'R' shall be determined. The ratio 'R' shall be expressed to three decimal places.
3.4.5 If during the construction the value of 7 days test results fall below the
required 7 days strength as per the design mix then the cement content of the concrete shall , without extra payment, be increased by 5%. The increased cement content shall be maintained atleast until the 28 days strength have been assessed for its conformity with the requirements. Whenever the cement content is increased, the concrete mix shall be readjusted to maintain the required workability.
3.4.6 In case the cube test for 28 days period fails, cores shall be taken from the concrete slab and will be tested at Contractor's cost. The core will be 100 mm dia. If it fails, action as contemplated here under clause no 9.4.12 shall be taken.
3.4.7 The density of the compacted concrete shall be such that the total air
voids are not more than 3%. The air voids shall be derived from the difference between the theoretical maximum dry density of the concrete calculated from the specific gravities of the constituents of the concrete and mix. The average value of three direct density measurements made on cores of at least of 150 mm diameter. If the average of any two consecutive measurements of density of core is below the minimum required, the extent of defective concrete shall be determined by additional cores as directed by the Engineer-in-Charge and if required the concrete shall be removed and replaced with new materials in accordance with the specification.
3.4.8 All cores taken for density measurements shall also be checked for
thickness . In case of doubt, additional cores may be ordered by the Engineer-in-Charge and taken at locations decided by him to check the depth or density of concrete slab without any compensation being paid for the same. Thickness of the slab at any point checked as mentioned above
shall be within a tolerance of 5mm. of the specified thickness as per
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drawing. The cost of core samples to be taken and their testing shall be borne by the Contractor. The test samples shall be taken by the agencies approved by the Superintending Engineer.
3.4.9 In calculating the density, allowance shall be made for any steel in cores.
Cores shall be reinstated with compacted concrete with mix proportions of 1 part of Portland cement, 2 parts of fine aggregate and 2 parts of 10 mm nominal size single sized coarse aggregate by weight or as directed by the Engineer-in-Charge at the Contractor’s cost. In case the cores are taken from the road already opened to traffic, the mix/material adopted for filling shall be such as will develop the requisite strength in a minimum of time. The holes created by cores shall be so filled that these do not shrink, if necessary non-shrink grout shall be used by the Contractor at his own cost.
3.4.10 At each site of work, minimum 6 cores shall be taken for testing. Core
density test shall be carried out in accordance with relevant I.S. codes. For testing of cores for strength, refer para 9.4.11 below.
3.4.11 The results of crushing strength tests on these cores shall not be less than
0.8 times the corresponding cube crushing strength requirement, where the height to diameter ratio of the core is two. Where height to diameter ratio is varied, then the necessary corrections would be made in calculating the crushing strength of cores in the following manner.
The crushing strengths of cylinders with height to diameter ratio between 1 and 2 may be corrected to correspond to the standard cylinder of height to diameter ratio of 2 by multiplying with the correction factor obtained from the following equation:-
f = 0.11 n + 0.78 Where f = Correction factor and n = height to diameter ratio
The corrected test results shall be analysed for conformity with the specification requirements for cube samples. Where the core tests are satisfactory, they shall have precedence for assessing concrete quality over the results of moulded specimens. The diameter of cores shall not be less than 150 mm.
3.4.12 If the tests on cores of the concrete is not satisfying the strength requirements, then the payment for the slab shall be withheld for the period as decided by Engineer-in-Charge. Slab under reference shall be kept under observation during this period and if defects are noted, then further course of action as deemed fit including replacement of the slab will be taken as decided by the Superintending Engineer, whose decision will be final. In such cases, the decision of the Superintending Engineer, regarding release of payment, fully or partly, on such slabs, will be binding on the Contractor.
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3.4.13 Acceptance criteria for concrete
Average 28 days flexural strength of the batch of 4 beams should not be less than the specified characteristic strength plus 0.3 mpa. Any concrete that fails to meet the strength specified shall be removed and replaced at Contractor's expense.
3.5 Workability 3.5.1 The workability of the concrete at the point of placing shall be adequate for
the concrete to be full compacted and finished without undue flow. The optimum workability for the mix to suit the paving plant being used shall be determined by the Contractor and approved by the Engineer-in-Charge.
3.5.2 The workability shall be determined by the compacting factor test or Vee-
Bee test in accordance with IS 1199 at the minimum rate of one test per 50 cum of concrete or 5 times per day whichever is greater. Tests for workability shall be carried out at the point of placing in conjunction with tests for strength. The workability shall be maintained at the optimum within the range of Compacting factor as Specified in Work specific technical specifications.
3.5.3 Any alteration to the optimum workability necessitated by change in
conditions shall be rejected only after the same is agreed to by the Engineer-in-Charge. If any determination of the workability gives a result outside the tolerance further test shall be made immediately on the next available load of concrete. The average of two consecutive results and the difference between them shall be calculated, if the average is not
within 0.03 C of the optimum value or the difference is greater than 0.06 for CF or other value agreed with the Engineer-in-Charge subsequent samples shall be taken from the delivery vehicle which shall not be allowed to discharge into the works until compliance with the specification has been established.
3.6 Design Mix 3.6.1 The Contractor shall carry out laboratory trials of design mixes with the
materials from the approved sources to be used. Trial mixes shall be made in presence of the Engineer-in-Charge or his representative and shall be subject to the approval of the Engineer-in-Charge. They shall be repeated, if necessary until the proportions that will produce a concrete which complies in all respects with this specification, and conforms to the requirement of the design/drawings has been determined.
3.6.2 The proportions determined as a result of the laboratory trial mixes may be
adjusted if necessary during start of the construction. Thereafter, neither the materials nor the mix proportions shall be varied in anyway except with the written approval of the Engineer-in-Charge.
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3.6.3 Any change in the source of materials or mix proportions proposed by the Contractor during the course of work shall be assessed by making laboratory trial mixes unless approval is given by the Engineer-in-Charge for minor adjustments like compensation for moisture content in aggregates or minor fluctuations in the grading of aggregate.
4. Separation Membrane
A separation membrane shall be used between the concrete slab and the DLC. Separation membrane shall be impermeable plastic sheeting 125 microns thick laid flat without creases. Before placing the separation membrane, the DLC shall be swept clean of all the extraneous materials using air compressor. Where overlap of plastic sheet is necessary, the same shall be at least 300 mm and any damaged sheeting shall be replaced. The separation membrane may be stuck to the lower layer wild patches of adhesives or appropriate tape or concrete nails with washer so that sheet does not move during placement of concrete.
5. Forms 5.1 Steel Forms
All side forms shall be of mild steel only. The steel forms shall be mild steel channel sections of depth equal to the thickness of the pavement or a few millimeters less than the thickness of the pavement to match with the plus level tolerances specified for sub-base. In the latter case, the forms shall be leveled by using metal wedges or shims. The thickness of flange and web shall not be less than 6 mm. and shall be capable of resisting all loads applied in the paving process. The length of form shall not be less than 3m except in the case of installations along curves. The sections shall have a length of at least 3 m except on curves of less than 45 m radius, where shorter sections may be used. When set to grade and staked in place, the maximum deviation of the top surface of any section from a straight line shall not exceed 2 mm in the vertical plane and 5 mm in the horizontal plane. The method of connection between sections shall be such that the joint formed shall be free from difference in level, play of movement in any direction. The use of bent, twisted or worn-out forms will not be permitted. At least three stake pockets for bracing pins of minimum 25 mm dia or stakes shall be provided for each 3m of form and the bracing and support must be ample to prevent springing of the forms under the pressure of concrete or the weight or thrust of machinery operating on the forms.
5.2 Setting of Forms
The forms shall be jointed neatly and shall be set with exactness to the required grade and alignment. Both before and after the forms are placed and set, the subgrade or sub-base under the forms shall be thoroughly tamped in an approved manner. Sufficient rigidity shall be obtained to support the forms in such a position till during the entire operation of compacting and finishing of concrete they shall not at any time deviate
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more than 3 mm from a straight edge 3 m in length. Forms which show a Variation from the required rigidity or alignment and levels shown in the drawing, shall be reset or removed, as directed. The length and number of stakes shall be such as to maintain the forms at the Correct line and grade. All forms shall he cleaned and oiled each time before they are used. Forms shall be set ahead of the actual placing of concrete for the entire day's work.
6. Joints
The location and type of joint shall be as shown in the drawing. Joint shall be constructed depending upon their functional requirement as detailed in the following paragraphs. The location of the joints should be transferred accurately at the site and mechanical saw cutting of joints done as per stipulated dimensions. It should be ensured that the full required depth of cut is made from edge to edge of the pavement. Sawing of joints shall be carried out with diamond studded blades soon after the concrete has hardened to take the load of the sawing machine and personnel without damaging the texture of the pavement. Sawing operation could start as early as 6-8 hours depending upon the season.
6.1 Transverse joints
Transverse joints shall be contraction and expansion joints constructed at the spacing described in the Drawings. Transverse joints shall be straight within the following tolerances along the intended line of joints which is the straight line transverse to the longitudinal axis of the carriageway at the position proposed by the Contractor and agreed to by the Engineer-in-Charge except at road junctions or roundabouts where the position shall be as described in the drawings.
6.1.1 Deviations of the filler board in the case of expansion joints from the intended line of the joint shall not be greater than ± 10 mm.
6.1.2 The best fit straight line through the joint grooves as constructed shall be
not more than 25 mm from the intended line of the joint. 6.1.3 Deviations of the joint groove from the best fit straight line of the joint shall
not be greater than 10 mm. 6.1.4 Transverse joints on each side of the longitudinal joint shall be in line with
each other and of the same type and width. Transverse joints shall have a sealing groove which shall be sealed in compliance with Clause 602.11 of MORT and H specifications (Fourth Revision)
6.2 Contraction joints
Contraction joints shall consist of a mechanical sawn joint groove, 3 to 5 mm wide and 1/4 to 1/3 depth of the slab ± 5 mm or as stipulated in the drawings and dowel bars complying with Clause 602.6.5 of MORT and H
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specifications (Fourth Revision)and as detailed in the drawings. The contraction joints shall be cut as soon as the concrete has undergone initial hardening and is hard enough to take the load of joint sawing machine without causing damage to the slab.
6.3 Expansion joints
The expansion joints shall consist of a joint filler board complying with Clause 602.2.7 of MORT and H specifications (Fourth Revision) and dowel bars complying with Clause 602.6.5 MORT and H of specifications (Fourth Revision)and as detailed in the drawings. The filler board shall be positioned vertically with the prefabricated joint assemblies along the line of the joint within the tolerances given in Clause 602.6.2.1 of MORT and H specifications (Fourth Revision) and at such depth below the surface as will not impede the passage of the finishing straight edges or oscillating beams of the paving machines. The adjacent slabs shall be completely separated from each other by providing joint filler board. Space around the dowel bards, between the sub-base and the filler board shall be packed with a suitable compressible material to block the flow of cement slurry.
6.4 Longitudinal joint
The longitudinal joints shall be saw cut as per details of the joints shown in the drawing. The groove may be cut after the final set of the concrete. Joints should be sawn to at least 1/3 the depth of the slab ±5 mm as indicated in the drawing.
7. Dowel bars
7.1 Dowel bars shall be mild steel rounds in accordance with MORT and H
specifications (Fourth Revision) Clause 602.2.6 with details / dimensions as indicated in the drawing and free from oil, dirt, loose rust or scale. They shall be straight, free of irregularities and burring restricting slippage in the concrete. The sliding ends shall be sawn or cropped cleanly with no protrusions outside the normal diameter of the bar. The dowel bar shall be supported on cradles/dowel chairs in pre-fabricated joint assemblies positioned prior to the construction of the slabs or mechanically inserted with vibration into the plastic concrete by a method which ensures correct placement of the bars besides full recompaction of the Concrete around the dowel bars. The dowel used in contraction joint shall be provided with plastic sheath with closed end over 60 per cent of the length. The dowels also can be coated with polyethylene. The thickness of sheath or polyethylene coating shall not exceed 0.50 mm.
7.2 Unless shown otherwise on the drawing dowel bars shall be portioned at
mid depth of the slab within a tolerance of + 20 mm and centered equally
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about intended lines of the joint within a tolerance of + 25mm. They shall be aligned parallel to the finished surface of the slab and to the centre line of the carriageway and to each other within tolerance as given hereunder.
7.2.1 For bars supported on cradles prior to the laying of the slab . a) All bars in a joint shall be within ± 3 mm per 300 mm length of bar. b) 2/3rd of the bars shall be within ± 2 mm per 300 mm length of bar
c) No bar shall differ in alignment from an adjoining bar by more than 3 mm per 300 mm length of bar in either the horizontal or vertical plane.
d) Cradles supporting dowel bar shall not extend across the line of joint i.e. no steel bar of the cradle assembly shall be continuous across the joint.
7.2.2 For all bars inserted after laying of the slab.
a) Twice the tolerance for alignment as indicated in (a) above. Dowel bars supported on cradles in assemblies, when subject to a load of 110 N applied at either end and in either the vertical or horizontal direction (upwards and downwards and both directions horizontally) shall conform to be within the following limits. i) Two thirds of the number of bars of any assembly tested
shall not deflect more than 2 mm per 300 mm. length of bar. ii) The remainder of the bars in that assembly shall not deflect
more than 3 mm per 300 mm length of bar Dowel bars shall be covered by a thin plastic sheath for at least 60 per cent of the length from one end, for dowel bars in contraction joints or half the length plus 50 mm for expansion joints. The sheath shall be tought, durable and of an average thickness not greater than 0.5 mm and shall have closed end. The sheathed bar shall comply with the following pull out test.
7.4 Four bars shall be taken at random from stock and without any special preparation shall be covered by sheaths as required in above Clause. The ends of the dowel bars which have been sheathed shall be cast centrally into concrete specimens 150x150x600 mm. made of the same mix proponions to be used in the pavement, but with a maximum nominal aggregate size of 20 mm and cured in accordance with IS 516. At 7 days a tensile load shall be applied to achieve a movement of the bar of at least 0.25 mm. The average bond stress to achieve this movement shall not be greater than 0.14 MPa.
7.5 For expansion joints, a closely fitting cap 100 mm long with closed end
consisting of GI pipe 3 mm thickness with closed ends shall be placed over the sheathed end of each dowel bar. An expansion space at least equal in length to the thickness of the joint filer boards shall be formed between the end of the cap and the end of the dowel bar by using compressible sponge to block the entry of cement slurry between dowel and cap. It may be taped all round.
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8. Tie bars 8.1 The bars in longitudinal joints shall be plain mild steel bars conforming to
IS: 432 or deformed steel bars complying with IS: 1786 and in accordance with the requirements given below. The bars shall be free from oil, dirt, loose rust and scale.
Tie bars projecting across the longitudinal joint shall be protected from corrosion for 75 mm on each side of the joint by a protective coating of bituminous paint with the approval of the Engineer-in-Charge. The coating shall be dry when the tie bars are used.
8.2 Tie bars in longitudinal joints shall be made up into rigid assemblies with adequate supports and fixings to remain firmly in position during the construction of the slab. Alternatively, tie bars at longitudinal joints may be mechanically or manually inserted into the plastic concrete from above by vibration using a method which ensures correct placement of the bars and recompaction of the concrete around the tie bars. Tie bars are also inserted mechanically or manually from sides. During side insertion in fixed form paving they may be bent so that half length remains along the form. After removal of forms, bars shall be straightened so that they extend into the concrete placed on the other side of the concrete.
8.3 Tie bars shall be positioned to remain within the middle third of the slab
depth as indicated in the drawings and approximately parallel to the surface and approximately perpendicular to the line of the joint, with the centre of each bar on the intended line of the joints within a tolerance of ± 50 mm, and with a minimum cover of 30 mm below the joint groove .
9. Weather and seasonal limitations
9.1 Concreting during Monsoon Months
When concrete is being placed during monsoon months and when it may be expected to rain, sufficient supply of tarpaulin or other waterproof cloth shall be provided along the line of work in addition to the portable tents. Any time when it rains, all freshly laid concrete which had not been covered for curing purposes shall be adequately protected by means of tarpaulins or other waterproof cloth. Any damage caused to the surface or texture shall be corrected as decided by the Engineer.
9.2 Concreting in Hot Weather:
As placing of concrete in air temperatures above 35° C, is associated with defects, like loss of workability through accelerated setting, formation of plastic shrinkage cracks, etc. it is recommended that unless adequate precautions are taken no concreting shall be done in conditions more severe than the above. The procedures recommended for adoption in case of hot weather concreting are given in IRC:61" Tentative Guidelines for the Construction of Cement Concrete Pavements in Hot Weather."
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9.3 The execution of work shall only be allowed for ambient temperature not
exceeding 35°C. The time for execution of C.C. pavement i.e. the laying of DLC and PQC shall be 6 P.M. to 2 AM next day. The Contractor will have to ensure, adequate lighting arrangement during the night working.
10. Joint construction
The placement of concrete at construction joint is particularly critical Therefore, care must be taken to ensure that only quality concrete is used in their construction. The concrete used to construct these joints should be the same as for the remainder of the slab. The practice of modifying the mix at the joints is not recommended. It should be kept in mind that load transfer across a doweled joint is greatly affected by the quality of concrete and compaction around the dowels. The placement of Dowels should be carefully verified soon after paving begins.
10.1 Sawing 10.1.1 It is recommended that all joints be sawed. The sawing of transverse
contraction and longitudinal joints should be a two phase operation. The initial sawing is intended to cause the pavement to crack at the intended joint. It should be made to required depth as directed. The second sawing provides the necessary shape factor for the Sealant material.
10.1.2 When a lengthy period is anticipated between the initial sawing of the joint and the final sawing and sealing, consideration should be given to filling the joint with a temporary filler. This filler material should keep any loose material out of the joint and reduce the potential for spalling.
10.2 Cleaning joints
Air compressors use for cleaning joints shall be equipped with suitable traps capable of removing all surplus water and oil in the compressed air. Immediately after sawing the joint the resulting slurry shall be completely removed from the joint and immediate area by flushing with a jet of water under pressure.
10.3 Installing Backup material
A resilient rod type backup material will be installed in a manner that will produce the shape factor specified. If the sealant bonds to the backup material, a bond breaking tape is essential.
11. Surface Texture
After the final regulation of the slab and before the application of the curing membrane, the surface of Concrete slab shall be brush textured in a direction at right angles to the longitudinal axis of the carriageway. For details reference shall be made to clause No. 9.9.4 of IRC-15-2002.
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12. Surface Tolerances
The levels of the subgrade and different pavement courses as constructed, shall not vary from those calculated with reference to the longitudinal and cross profile of the road shown on the drawings or as directed by the Engineer-in-Charge beyond the tolerances mentioned below.
12.1 Tolerances in surface levels.
1 Sub grade + 20 mm -- 25 mm
2 Granular Sub-base/WBM Layer + 10 mm -- 20 mm
3 Dry lean concrete or rolled concrete + 10 mm -- 10 mm
4 Cement concrete pavement.* + 5 mm -- 6 mm
* This may not exceed -8 mm at 0-30 cm from the edges. Provided, however that the negative tolerance for wearing course shall not be permitted in conjunction with the positive tolerance for base/sub course.
12.2 For checking compliance with the above requirement for subgrade , sub base courses, measurements, of the surface levels shall be taken on a grid of point placed at 6.25 m longitudinally and 3.5 m transversely or any other grid approved by the Engineer-in-Charge. For any 10 consecutive measurements taken longitudinally or transversely, not more than one measurement shall be permitted to exceed the tolerance as above. This one measurement being not in excess of 5 mm greater than the permitted tolerance.
12.3 For checking compliance with the above requirement for concrete
pavements measurements of the surface levels shall be taken on a grid of 6.25 m x 3.5 m or 3.75m or any other grid directed by the Engineer-in-Charge. In any length of pavement, compliance shall be deemed to be met for the final road surface, only if the tolerance given above is satisfied for any point on the surface.
12.4 Surface regularity of pavement courses.
The longitudinal profile shall be checked with a 3 metre long straight edge/moving straight-edge as desired by the Engineer-in-Charge at the middle of each traffic lane along a line parallel to the centre line of the road. The maximum permitted number of surface irregularities shall be as per Table below.
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Irregularity Surface of Carriageways and paved shoulders
4 mm 7 mm
Length (m) 300 75 300 75
National Highways/ Expressways
20 9 2 1
Roads of lower category
40 18 4 2
Note : Category of each section of road as described in the Contract. 12.5 The maximum allowable difference between the road surface and
underside of a 3 m straight-edge when placed parallel with, or at angles to the centre line of the road at points decided by the Engineer-in-Charge shall be: For pavement surface 4 mm For granular sub-base/base courses and sub-bases under concrete pavements 10 mm
12.6 Horizontal alignment
The horizontal alignment shall be checked with respect to the centre line of the carriageway as shown in the drawings. The edges of the carriageway as constructed shall be corrected within a tolerance of ±10 mm therefrom.
12.7 Acceptance criteria for cracked concrete slabs:
Concrete slabs may develop cracks of minor to serious nature unless appropriate precautions are taken to prevent their occurrence either during the construction phase or post-construction period. Cracks can appear generally due to the following reasons.
12.7.1 Plastic shrinkage of concrete surface due to rapid loss of moisture 12.7.2 Drying shrinkage 12.7.3 High wind velocity associated with low humidity 12.7.4 High ambient temperature.8 12.7.5 Delayed sawing of joints 12.7.6 Rough and uneven surface of the base on which concrete slabs are constructed. 12.7.7 Combination of the above factors.
The slabs with full depth cracks are totally unacceptable as it amounts to structural failure. Besides, other cracks which are deep and are likely to
262
progress in depth with time are also to be considered as serious in nature. Fine crazy cracks, however, are not serious. An acceptance criteria for cracked concrete slabs are
12.8 The concrete slabs can be accepted in the following situations: 12.8.1 Plastic shrinkage cracks- The discrete crack which is less than 500 mm length and with its depth of penetration less than half the thickness of the slab and which does not intersect with a longitudinal edge or formed joint. The cumulative length of such cracks in each slab shall not be more than 1.0 m length. Cores can be cut to ascertain the depth of cracks where doubt arises. 12.8.2 Fine hairline crazy cracks
The concrete slabs are to be rejected where the cracks formed are not complying with the above stipulation . Therefore, the slabs which are to be rejected are : i) Slabs with cracks running transversely or longitudinally penetrating to full depth and length of the slab. ii) Slabs with cracks which are penetrating to more than half the depth. iii) Discrete crack which is more than 500 mm length although its depth of penetration is less than half of the depth. iv) When the total length of all discrete crack is more than 1.0 m whose depth of penetration is less than half the depth.
13. Clean Up
The pavement surface shall be swept and/or washed down to remove all dirt, debris or foreign material prior to opening to traffic.
14. Opening to traffic
The Contractor shall not permit traffic on the pavement until the concrete has attained a desired compressive strength.
15. Other Equipment
Other tools and plants required to carry out pavement concrete work are as below.
15.1 All equipment necessary for the proper preparation of the subgrade, sub base and batching, mixing, placing, finishing and curing of the concrete pavement shall be on the project in good working conditions and shall have been inspected by the Engineer-in-Charge before the paving operations are permitted to start. Throughout the construction of the project, the construction agency shall maintain adequate equipment in first class working condition to ensure proper execution of the work.
263
15.2 Batching Devices
All batching of materials should be by weight. Weighing equipment shall be of such design and construction that the materials for each batch can be quickly and accurately weighed . A weighing accuracy of a 1 percent may be considered satisfactory. The equipment shall conform to the requirement laid down in IS 2722-1964 ‘Specifications for portable swing weight Batchers for concrete (Single and Double bucket type)’. It shall be so constructed that the operator can readily shovel out the excess material in over charged hoppers and the material released all at one time when the hoppers are discharged.
15.3 Mixer
Concrete mixer of adequate capacity shall be provided and it shall be of the non tilting type, conforming to the requirements of IS 1791 "Specification for Concrete Mixer (First Revision)" and shall have a rated capacity of not less than 2 cement bags of mixed concrete. The mixer shall be equipped with an approved water measuring device capable of accurate measurement of water required per batch, the mixer shall preferably be equipped with a mechanically operated pump for filling the mixer tank. The mixer if specially specified, shall be equipped with an approved timing device which will automatically lock the discharge level during the full time to mixing and release it at the end of mixing period, the device shall also be equipped with a bell or adjusted to ring each time the lock is released. If the timing device gets broken or out of order, the mixer will be permitted to be used while the same is being repaired, provided an approved time-piece equipped with minute and second hand, is provided and that each batch is mixed for one and half minutes .
15.4 Water supply Equipment
The water supply equipment shall be of such capacity and nature as to ensure at all time ample supply and adequate pressure for all the requirement of sprinkling subgrade, make sub base, mixing and curing of concrete etc. and all other requirement of the work.
15.5 Sub Grade Template or Strike Board
The subgrade template or strike board shall be of a rigid construction approximately 100 mm wide and shall weigh at least 45 kg.
15.6 Hand Tamper
The tamper shall be shaped to the cross profile of the slab and shall weigh not less than 10 kg/m. It shall be constructed of 75 mm thick timber or of
264
steel channel cross-section, two feet longer than the proposed width pavement slab and sufficiently strong and rigid to retain its shape under all working conditions. If it is of timber it shall be fitted with steel plate at bottom. The tamper shall be provided with handles which are resilient and sufficiently long to enable tamping operation to be performed by men in standing position.
15.7 Screed Board Concrete Vibrator
Screed board vibrator used for compaction and finishing of concrete shall comprise of a wooden or mild steel screed with suitable handles. The screed shall be driven by vibrating device mounted thereon either electrically or by compressed air or by Petrol engine and propelled or made to travel on sideforms, shall conform to IS: 2506 ‘Specification for Screed Board Concrete Vibrators’.
15.8 Immersion Vibrator Immersion vibrator shall comprise of a vibrating head with suitable motive power either of compressed air, electrical or of a Petrol driven engine, rigid enough to ensure proper control, and manipulation in the mass of concrete. It shall conform to IS: 2505 ‘Specification for concrete vibrators, immersed type (First Revision)’. They shall be employed to ensure compaction of concrete along the forms and to avoid any tendency in honey combing at the edges of the slab. In case of road slab exceeding 125 mm thickness, they shall be used at suitable spacing for compacting the concrete over the entire width of the slabs in addition to screed board vibrator.
15.9 Longitudinal Float
The longitudinal float shall not be less than 3.75m in length, 150 mm wide and shall be properly stiffened to prevent flexing and warping.
15.10 Bridges The bridges shall be so designed that when placed straddling the forms, no parts shall come in contact with the pavement. They shall be sufficiently rigid.
15.11 Long Handled wooden float The blade of the float shall be at least 1500 mm long and 150 mm wide. Minimum of two floats shall be provided.
15.12 Belts The belts of canvas shall not be less than 150 mm wide and shall be at least 600 mm longer than width of the slab. A minimum of two belts shall be provided.
15.13 Push Brooms The push brooms shall not be less than 450 mm width and be made from good quality base fibre. The handle shall be least 300 mm longer than half the width of the slab. Minimum of four push brooms shall be provided.
265
15.14 Straight edge
The straight edge shall remain true and rigid under working conditions and shall be swing from suitable handles. The size shall be 3.0 m
15.15 Edging tool The edging tool shall have a radius of 6 mm . The vertical limb shall extend to the required depth. A minimum two edging tools shall be provided.
15.16 Master straight edge
The master straight edge shall be of known accuracy so that it may be used for checking other straight edges. It shall be made of steel or other suitable materials of sufficient length, and of sufficient rigidity to maintain its accuracy.
15.17 Other small tools Other small tools and equipment such as spades, shovel, iron pans, water pots, rods etc. necessary to complete the work in accordance with the intent and meaning of above Specification shall also be provided.
Completed Labour
103
RD
73
Providing dry rubble stone pitching 23 cm
(about 9" ) thick including all material, quarry
spalls, labour etc. complete.
( lead to be considered seperately )
Sqm. 157.00 85.00
Spec. No. : Rd. 73 P. No. 246
104
RD
73
Providing dry rubble stone pitching 30 cm
(about 12" ) thick including all material, quarry
spalls, labour etc. complete.
( lead to be considered seperately )
Sqm. 177.00 88.00
Spec. No. : Rd. 73 P. No.246
105
RD
73
Providing dry rubble stone pitching 45 cm
(about 18" ) thick including all material, quarry
spalls, labour etc. complete.
( lead to be considered seperately )
Sqm. 240.00 106.00
Spec. No. : Rd. 73 P. No.246
106
RD
74
Providing dry trap / granite / quartzite/ gneiss
rubble stone masonry including all material,
quarry spalls, labour etc. complete.
( lead to be considered seperately )
Cum. 414.00 134.00
Spec. No. : Rd. 74 P. No.247
107
MORTH
2500
Providing and Constructing gabion structure of
required section made up of soft mechanically
woven hexagonal shaped G.I. wire confirming to
BS:443 having zinc plus PVC coating of overall
diameter of 3.70 mm having mesh of size 10 x
12 cm or less with edge wire confirming to
BS:443 of overall diameter 4.4 mm edges being
mechanically selvedge including placing in
position, filling neatly with rubble all loose ends
to be securely tied etc. complete. (Size 1M x 1M
x 1M)
No. 1948.00 544.00
Spec. No. :MORTH 2500
5(E) PROTECTION WORKS GEOSYNTHETICS
UNITDESCRIPTION OF ITEMSSR. NO.
&
CODE
NO.
RATE FOR 2014-15 (
In Rs. )
266
Completed Labour
UNITDESCRIPTION OF ITEMSSR. NO.
&
CODE
NO.
RATE FOR 2014-15 (
In Rs. )
108
MORTH
2500
Providing and Constructing gabion structure of
required section made up of soft mechanically
woven hexagonal shaped G.I. wire confirming to
BS:443 having zinc plus PVC coating of overall
diameter of 3.70 mm having mesh of size 10 x
12 cm or less with edge wire confirming to
BS:443 of overall diameter 4.4 mm edges being
mechanically selvedge including placing in
position, filling neatly with rubble all loose ends
to be securely tied etc. complete. (Size 1M x 1M
x 2M)
No. 3431.00 950.00
Spec. No. :MORTH 2500
109
MORTH
2500
Providing and Constructing gabion structure of
required section made up of soft mechanically
woven hexagonal shaped G.I. wire confirming to
BS:443 having zinc plus PVC coating of overall
diameter of 3.70 mm having mesh of size 10 x
12 cm or less with edge wire confirming to
BS:443 of overall diameter 4.4 mm edges being
mechanically selvedge including placing in
position, filling neatly with rubble all loose ends
to be securely tied etc. complete. (Size 1M x 1M
x 3M)
No. 5180.00 1566.00
Spec. No. :MORTH 2500
267
Completed Labour
110
RD
78
Providing and fixing R.C.C. 1:2:4 boundary stone
of size (15 X 15 X 90 cm ) including cost of
reinforcement @ 100 kg / Cum as per type design
including painting, numbering, fixing in standard
size (45 X 45 X 75 cm ) C.C. 1:4:8 block etc
complete.
No. 750.00 156.00
Spec. No. : As directed by Engineer - in - charge.
111 No. 305.00 110.00
RD
78 A
Spec. No. : As directed by Engineer - in - charge.
112 No. 3161.00 781.00
RD
78 A
Spec. No. : As directed by Engineer - in - charge.
113 No. 1700.00 470.00
RD
80
Spec. No. : As directed by Engineer - in - charge.
5(F) ROAD FURNITURE
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
Providing and fixing R.C.C. 1:2:4 200 m. stone of
size (15 X 10 X 65 cm ) as per I.R.C. design (IRC
26-1967) including cost of reinforcement @ 100 kg
/ cum), painting, numbering, fixing in standard size
(35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.
Providing R.C.C. 1:2:4 5'th Km. Stone on S.H .
and M.D.R. etc. including cost of reinforcement @
100 kg / cum), painting, numbering etc. complete
as per IRC design (IRC 8-1980) for highway 5th
km. Stones and fixing in standard size (55 X 80 X
60 cm ) C.C. 1:4:8 block etc complete.
Providing R.C.C 1:2:4 ordinary km. Stones
including cost of reinforcement @ 100 kg / cum)
painting numbering etc. complete for S.H. way and
M.D.R. as per IRC design (IRC 8-1980) for
highway km stone and fixing in standard size (63 X
63 X 60 cm ) C.C. 1:4:8 block etc complete.
268
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
114 No. 1395.00 390.00
RD
81
Spec. No. : As directed by Engineer - in - charge.
115 Providing and fixing R.C.C. precast cement
concrete M-15 pedestal OF SIZE 0.75 X 0.75 X
0.20 m including cost of steel reinforcement
for Km.stone as per detailed drawing and
specification including transportation of pedestal
Block , all lifts etc. complete.
No. 1657.00 805.00
Spec. No. : As directed by Engineer - in - charge.
Providing R.C.C. 1:2:4 ordinary km. stones, for
ODR and V.R. including cost of reinforcement @
100 kg / cum) painting numbering etc. complete as
per I.R.C. design (IRC 8-1980) for highway
km.stone and fixing in standard size (67 X 50 X 60
cm ) C.C. 1:4:8 block etc complete.
269
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
116 Retro-Reflectorised Traffic Signs
by the contractor/supplier.
i) 90 cm equilateral triangle Each 3960.00 165.00
ii) 60 cm equilateral triangle Each 2783.00 165.00
iii) 60 cm Circular Each 3564.00 165.00
iv) 80 cm x 60 cm rectangular Each 4774.00 165.00
v) 60 cm x 45 cm rectangular Each 3487.00 165.00
vi) 60 cm x 60 cm square Each 4037.00 165.00
vii) 90 cm high octagon Each 5951.00 165.00
Spec. No. : M.O.R.T & H 2013 Clause No 801 P.No.
325
Providing and fixing of retro- reflectorised
cautionary, mandatory and informatory sign as
per IRC: 67 made of high intensity grade
sheeting vide clause 801.3 / High intensity
Prismatic grade sheeting as per ASTM D 4956 ,
fixed over aluminium sheeting, 2.00 mm thick,
duly painted on back side with two coats of
grey stove enamel paint & supported on a mild
steel angle iron post 75 mm x 75 mm x 6 mm, 3.5
mt long firmly fixed to the ground by means of
properly designed foundation with M15 grade
cement concrete 45 cm x 45 cm x 60 cm, 55 cm
below ground level as per approved drawing. The
angle iron post shall be duly painted with one coat
of epoxy primer and two coats of epoxy finish
paints having alternate black and white bands of 25
cm width including GI fixures and transportation etc
complete.The nut bolts of board with angle iron
post/supporting structure after fixing at site has to
be electrically welded.Retroreflective sheeting
should be with seven years written warrenty from
the manufacture & authorised
distributer/convertor,for satisfactory field
performance, durability & stipulated
retroreflectance of retroreflective sheeting.This
certificate in original should be submitted to the
Engineer in charge
270
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
117 Direction and Place Indentification
Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place
identification retro-reflectorised sign as per
IRC:67 made of high intensity grade sheeting
vide clause 801.3 / High intensity Prismatic grade
sheeting as per ASTM D 4956, fixed over
aluminium sheeting, 2 mm thick with area not
exceeding 0.9 sqm,duly painted on back side with
two coats of grey stove enamel paint & supported
on a mild steel single angle iron post 75 x 75 x 6
mm, 3.5 m long firmly fixed to the ground by
means of properly designed foundation with M15
grade cement concrete 45 x 45 x 60 cm, 55 cm
below ground level as per approved drawing.The
angle iron post shall be duly painted with one coat
of epoxy primer and two coats of epoxy finish
paints having alternate black and white bands of 25
cm width including GI fixures and transportation etc
complete.The nut bolts of board with angle iron
post/supporting structure after fixing at site has to
be electrically welded.Retroreflective sheeting
should be with seven years written warrenty from
the manufacture & authorised
distributer/convertor,for satisfactory field
performance, durability & stipulated
Sqm. 8063.00 153.00
retroreflectance of retroreflective sheeting.This
certificate in original should be submitted to the
Engineer in charge by the contractor/supplier.
Spec. No. :M.O.R.T & H 2013 Clause No 801
P.No. 325
271
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
118 Direction and Place Indentification
Signs with size more than 0.9 sqm size board
Providing and erecting direction and place
identification retro- reflectorised sign as per IRC
:67 made of High intensity grade sheeting vide
clause 801.3/ High intensity Prismatic grade
sheeting as per ASTM D 4956, fixed over
aluminium sheeting, 2 mm thick with area
exceeding 0.9 sqm,duly painted on back side with
two coats of grey stove enamel paint & supported
on a mild steel angle iron post 75 mm x 75 mm x 6
mm,3.5 m long, 2 Nos.properly cross braced with
angle iron of size 50x50x5 mm, firmly fixed to the
ground by means of properly designed foundation
with M 15 grade cement concrete 45 cm x 45 cm x
60 cm, 55 cm below ground level as per approved
drawing including M.S. angle iron frame for board
of size 35x35x3 mm. The angle iron post including
bracing shall be duly painted with one coat of
epoxy primer and two coats of epoxy finish paints
having alternate black and white bands of 25 cm
width including GI fixures and transportation etc
complete.The nut bolts of board with angle iron
post/supporting structure after fixing at site has to
be electrically welded.
Sqm. 9295.00 305.00
Retroreflective sheeting should be with seven
years written warrenty from the manufacture &
authorised distributor/convertor,for satisfactory field
performance,durability & stipulated retroreflectance
of retroreflective sheeting.This certificate in original
should be submitted to the Engineer in charge by
the contractor/supplier.
272
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
119 Overhead Signs
Providing and erecting overhead signs with a
corrosion resistant 2 mm thick aluminum alloy
sheet reflectorised with high intensity retro-
reflective sheeting vide clause 801.3/ High
intensity Prismatic grade sheeting as per ASTM D
4956, with vertical and lateral clearance given in
clause 802.2 and 802.3 duly painted on back side
with two coats of grey stove enamel paint and
installed as per clause 802.7 over a designed
support system of structural steel work trestles
and trusses of sections and type as per structural
design requirements and approved plans, including
painting with one coat of epoxy primer & two coats
of epoxy finish paint. The nut bolts of board with
angle iron post/supporting structure after fixing at
site has to be electrically welded.Retroreflective
sheeting should be with seven years written
warrenty from the manufacture & authorised
distributer/convertor,for satisfactory field
performance,durability & stipulated retroreflectance
of retroreflective sheeting.This certificate in original
should be submitted to the Engineer in charge by
the contractor/supplier.
a) Truss and Vertical Support M.T. 67980.00 2135.00
Sqm. 6160.00 73.00
Spec. No. :M.O.R.T & H 2013 Clause No 802
P.No. 335
b) Aluminium Alloy Plate for Over Head sign
273
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
120
RSC-3
Providing and fixing informatory sign boards in
square or rectangular shape of any size made out
16 guage (1.6 mm) thick mild steel sheet painted
with one coat of zinc chromate-stoveing primer and
two coats green stove enamel paint on front side
and grey stove enamel on back side and border /
message / symbols etc. with cut out of white
retroreflective sheeting of engineering grade,
including M.S. angle frame of 35 mm x 35 mm x 3
mm and two M.S. angle iron post of size 65 mm x
65 mm x 6mm, 3.65 m long properly cross braced
with angle iron of size 50 mm x 50 mm x 5 mm duly
painted with alternate black and white bands of 25
cm width including G.I. fixtures etc. and fixing the
board in 1:4:8 concrete block of size 60 cm x 60
cm x 75 cm including transportation etc. complete.
The nut bolts of board with angle iron
post/supporting structure after fixing at site has to
be electrically welded.Retroreflective sheeting
should be with five years written warrenty from the
manufacture & authorised distributor/convertor,for
satisfactory field retroreflectance of retroreflective
sheeting.
Sq.m. 7018.00 1830.00
performance,durability & stipulated This certificate
in original should be submitted to the Engineer in
charge by the contractor/supplier.
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-
1994
274
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
121
RSE-1
Supplying rolled steel channel post of 100 x 50 mm
(ISMC) drilled on top and painted with one coat of
epoxy primer and two coats of epoxy finish paint
having black and white bands of 25 cm last part of
the post 0.75 m below ground level is painted with
three coats of red lead paint with 2 nos. of high
tensile G.I. bolt and nut of size 10 mm Dia. of 25
mm long including transportation etc. complete.
Rmt. 693.00 143.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-
5-1994
122
RSE-2
Supplying M.S. Angle iron post of size 65 mm x
65 mm x 6 mm drilled on top and painted with one
coat of epoxy primer and two coats of epoxy finish
paint having black and white bands of 25 cm, last
part of the post 0.75 m below ground level is
painted with three coats of red lead paint with 2
nos. of high tensile G.I. bolt and nut of size 10 mm
dia. of 25 mm long including transportation etc.
complete.
Rmt. 501.00 128.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-
1994
123
RSE-3
Supplying M.S. Angle iron post of size 65 mm x
65 mm x 6 mm duly painted with one coat of red
oxide paint and two coats of synthetic enamel finish
paint having black and white bands of 25 cm width
including 2 nos of G.I. bolt and nut of size 10 mm
dia. And 20 mm long including transportation etc.
complete.
Rmt. 363.00 78.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-
5-1994
275
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
124
RSE-4
Supplying M.S. Angle iron post of size 50 mm x
50 mm x 5 mm duly painted with one coat of red
oxide paint and two coats of synthetic enamel finish
paint having black and white bands of 25 cm width
including 2 nos of G.I. bolt and nut of size 10 mm
dia. And 20 mm long including transportation etc.
complete.
Rmt. 308.00 78.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-
5-1994
125
RSE-5
Supplying M.S. Angle iron frame for informatory
sign boards of size 35 mm x 35 mm x 3 mm
welded and painted with one coat of epoxy primer
and two coats epoxy finish paint etc. complete.
Rmt. 185.00 78.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-
1994
126
RSE-6
Supplying M.S. Angle iron frame for informatory
sign boards of size 35 mm x 35 mm x 3 mm
welded and painted with one coat of stoving primer
and two coats stove enamel paint etc. complete.
Rmt. 175.00 78.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-
5-1994
276
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
127
RSE-7
A)Providing and fixing aluminium casted CAT
EYE STUD of size 10 cm x 10 cm at base with
M.S. Zinc coated nails of size 12 mm dia. of 12 cm
long having both sides (Dual Direction) high impact
ABC 3 Nos. of eyes of 16 mm dia. on both sides
containing 7 beads each i.e. 42 beads in
retroreflective etc. complete.
Each 385.00 67.00
B)Providing and fixing raised Pavement Marker
with epoxy adhesive conforming to ASTM D 4280
type H, electrically welded Microprismatic lenses
6000 nos. per sq. inch having reflectivity 279, 167,
and 69 for white, yellow & red respectively at 0
entrance & 20 degree observation angle
etc.complete.
Each 220.00 18.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-
1994
128
RSE-9
Fixing sign board in cement concrete 1:4:8 block of
size 0.60 m x 0.60 m x 0.75 m including excavation
curing transportation of all materials, all lifts etc.
complete.
Each 1166.00 598.00
Spec. No. : As per IRC-67, 2012 & M.O.R.T & H
Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-
1994
129 Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising
glass beads @ 250 gms per sqm area, thickness
of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35 .The finished surface to be
level, uniform and free from streaks and holes etc
complete.
Sq.m. 450.00 13.00
Spec. No. :M.O.R.T. & H. 2001,
Clause No. 803 P. No. 320
130
RD 83
Painting letters upto 20 cm. height including
cleaning the surface & painting etc. complete.
No. 12.00 2.00
Spec. No. :As directed by Engineer-in-charge.
277
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
131
RD 85
Painting and numbering trees with white back
ground and black lettering etc complete. (23 x
23cm)
No. 19.00 14.00
Spec. No. :As directed by Engineer-in-charge.
132
RD
93 A
Painting with approved enamel paint in two coats
including cleaning surface and lettering for
CAUTIONARY / MANDATORY SIGN BOARDS
etc complete.
No. 74.00 33.00
Spec. No. :As directed by Engineer-in-charge.
133
RD
93 B
Painting INFORMATORY SIGN BOARDS/
VILLAGE NAME BOARDS with approved enamel
paint in two coats and lettering including cleaning
surface etc. complete.
No. 88.00 49.00
Spec. No. :As directed by Engineer-in-charge.
134
RD
93 C
Painting Nallah flow direction, span no. and
location on masonry work with approved enamel
paint in two coats including background painting
and lettering including cleaning surface etc.
complete.
No. 12.00 8.00
Spec. No. :As directed by Engineer-in-charge.
278
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
135
RD
93 D
Painting 5th K.M. stone with approved enamel
paint in two coats complete and lettering including
cleaning surface etc.complete.
No. 91.00 56.00
Spec. No. :As directed by Engineer-in-charge.
136
RD
93 E
Painting Ordinary K.M. stone with approved
enamel paint in two coats complete and lettering
including cleaning surface etc. complete.
No. 75.00 49.00
Spec. No. :As directed by Engineer-in-charge.
137
RD
93 F
Painting Two Hundred Metre Stone with
approved enamel paint in two coats complete and
lettering including cleaning surface etc. complete.
No. 30.00 14.00
Spec. No. :As directed by Engineer-in-charge.
138
RD
93 G
Painting Boundary Stones with approved enamel
paint in two coats complete and lettering including
cleaning surface etc. complete.
No. 7.00 4.00
Spec. No. :As directed by Engineer-in-charge.
139 Providing line, dashes, arrows etc. on roads in
two coats with ready mixed road marking paint
including cleaning the surface of all dirt. dust &
other foreign matter demarkation at site and traffic
control etc. complete.
a) over 10 cm. in width (white and yellow) Sq.m. 112.00 34.00
b) upto 10 cm. in width Sq.m. 118.00 34.00
Spec. No. :As directed by Engineer-in-charge.
279
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
140
RD
94
Providing white and colour washing to road side
trees in 2 coats in 2 bands of white and one red
band at centre of 30cm. height each including
preparing the surface, cost of material, conveying
etc. complete.
No. 28.00 21.00
Spec. No. :As directed by Engineer-in-charge.
141
RD
94
Dressing of side shoulder by mechanical means
including excavation of cutting shrubs and bushes
spreading the excavated stuff & sectioning to the
required line, level and slope etc. complete.
Sq.m. 12.00 7.00
Spec. No. :As directed by Engineer-in-charge.
142 Breaking and removing by mechanical means
the existing cement concrete pavement to full
width & depth including lean concrete, cutting
dowel bars breaking the removed C.C.slab pieces
in to 50 to 75mm size, disposing the dismantalled
material upto a lead of 50 m etc. complete
Cu.m. 1144.00 354.00
Spec. No. :As directed by Engineer-in-charge.
143 Dismantalling of flexible pavements & disposal
of dismantalled material upto a lead of 50
meter,stacking serviceable & unserviceable
materials seperately including compaction of same
with power roller etc. complete.
(A) By Manual means
i) Bituminous course Cu.m. 567.00 567.00
ii) Granular course Cu.m. 354.00 354.00
(B) By Mechanical means
i) Bituminous course Cu.m. 140.00 140.00
Spec. No. : M.O.R.T.& H 2001 Clause No 202, P.
No. 44
280
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
144 Refixing the disturbed guard stone in position
and in line with necessary excavation fixing in 1:4:8
c.c. block of size 45 x 45 x 45 cm, ramming etc.
complete.
No. 229.00 54.00
Spec. No. :As directed by Engineer-in-charge.
145 Providing and laying shoulder drain of trap
rubble of 0.45 x 0.45 meter section at 450
angle to
the road edge including hand packing, filling voids
with sand/shingle of approved quality and ramming
etc. complete as desired.
Rmt. 197.00 126.00
Spec. No. :As directed by Engineer-in-charge.
146 Providing and painting with REFLIT RETRO
REFLECTIVE PAINT of approved make on New
concrete / plastered or any other surfaces after
applying two coats of white base coat over road
furniture like Kilometer stones, Guard stones, road
dividers, kerb stones, Parapet walls, Pipe/ concrete
railings, concrete sign boards, Delinators, & also
over Electric poles, road side trees, fire hydrants,
Crash barriers, Road machineries lying on road
sides or any other temporary road marking for
delination purpose etc complete ( Including cost of
labour, material, transportation and all taxes etc
complete.)
Sq.m. 781.00 18.00
Spec. No. :As directed by Engineer-in-charge.
281
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
147 Providing and painting with REFLIT RETRO
REFLECTIVE PAINT of approved make on old
concrete / plastered or any other surfaces after
applying two coats of white base coat over road
furniture like Kilometer stones, Guard stones, road
dividers, kerb stones, Parapet walls, Pipe/ concrete
railings, concrete sign boards, Delinators, & also
over Electric poles, road side trees, fire hydrants,
Crash barriers, Road machineries lying on road
sides or any other temporary road marking for
delination purpose etc complete ( Including cost
of labour, material, transportation and all taxes etc
complete.)
Sq.m. 721.00 18.00
Spec. No. :As directed by Engineer-in-charge.
148 Providing and fixing single sided "W" beam
metalic anti crash barrier as per IRC-5 & MORTH
specifications fixed on M.S. Post 'C' type channel
of size 150 x 75 x 5 mm. 1.90 mtr. Long with "W"
beam confirming IS:5386 grade Fe 410 of size 311
x 82.5 x 3 mm. including zinc coating to channel
post, "W" beam and all nut bolts and fixing the post
in 350 x 350 x 1140 mm. CC M-15 block at 2.00 m.
centre to centre of channel post including providing
and fixing of suitable reflective (luminous) diveces
on the traffic face of the barrier at intervals to
ensure adequate visibility during night and foggy
conditions etc. complete.
Rmt. 2698.00 207.00
Spec.No.: MORTH CL.No. 810 and IRC-5 Clause
No. 115-4.
Metal Beam Crash Barrier
282
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
149 Providing and erecting "W" metal beam crash
barrier comprising of 3 mm thick corrugated sheet
metal beam rail, 70 cm above road/ground level,
fixed on ISMC channel vertical post of size 150 x
75 x 5 mm spaced 2 m centre to centre, 1.8m in
height and 1.10m below ground/road level, all steel
parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and
IS:1364, metal beam rail to be channel section 150
x 75 x 5mm, 330mm long including fixing in
cement concrete block of M-15 grade of size
400mm x 400mm x 800mm at lower portion and
of size 600mm x 600mm x 300mm at upper
portion projecting 100mm above GL etc.
complete as per M.O.R.T. & H. clause 810 etc.
complete.
Rmt 3117.00 100.00
Type - A, "W" : Metal Beam Crash Barrier
Spec. No. :M.O.R.T.& H. 2001 Clause No 810 P.
No. 330
150 Providing and erecting "Thrie" metal beam
crash barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 85 cm above road/ground
level, fixed on ISMC channel vertical post of size
150 x 75 x 5 mm spaced 2 m centre to centre, 2.00
m in height and 1.15 m below ground level, all steel
parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and
IS:1364, metal beam rail to be fixed on the vertical
post with a space of channel section 150 x 75 x 5
mm, 546 mm long complete as per M.O.R.T.& H.
clause 810 etc. complete.
Rmt 4556.00 143.00
Type - B, "THRIE" : Metal Beam Crash Barrier
Spec. No. :M.O.R.T.& H. 2001 Clause No 810 P.
No. 330
283
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
151 Provision of an Reinforced cement concrete
crash barrier at the edges of the road,
approaches to bridge structures and medians,
constructed with required grade concrete with
HYSD reinforcement conforming to IRC:21 and
dowel bars 25 mm dia, 450 mm long at expansion
joints filled with pre-moulded asphalt filler board,
keyed to the structure on which it is built and
installed as per design given in the enclosure to
MOST circular No. RW/NH - 33022/1/94-DO III
dated 24 June 1994 as per dimensions in the
approved drawing and at locations directed by the
Engineer, all as specified etc. complete.
a) R.C.C. M-20 Grade Rmt 5931.00 214.00
b) R.C.C. M-25 Grade Rmt 6047.00 214.00
c) R.C.C. M-30 Grade Rmt 6186.00 214.00
Spec. No. :M.O.R.T.& H. 2001 Clause No 809 P.
No. 329
152
MORTH
810
Flexible Crash Barrier, Wire Rope Safety Barrier
(Providing and erecting a wire rope safety barrier
with vertical posts of medium weight RS Joist
(ISMB series) 100 mm x 75 mm (11.50 Kg/m), 1.50
m long 0.85 m above ground and 0.65 m below
ground level, split at the bottom for better grip,
embedded in M-15 grade cement concrete 450 x
450 x 450 mm, 1.50 m center to center and with 4
horizontal steel wire rope 40 mm dia and anchored
at terminal posts 15 m apart. Terminal post to be
embedded in M-15 grade cement concrete
foundation 2400 x 450 x 900 mm (depth)
strengthened by a strut of RS Joist 100 x 75 mm, 2
m long at 450 inclination and a tie 100x 8 mm,
1.50 m long at the bottom, all embedded in
foundation concrete as per approved design and
drawing, rate excluding excavation and cement
cocrete.)
Rmt. 1793.00 324.00
Spec. No. :MORTH 810
284
Completed Labour
UNITDESCRIPTION OF ITEMS RATE FOR 2014-15
( In Rs. )
SR. NO.
&
CODE
NO.
153
MORTH
806
Supplying precast conventional reflective delinators
on four sides for road signs
No 280.00 57.00
Spec. No. :MORTH 806
154
MORTH
806
Providing and fixing including conveyance charges
upto a distance of 200 Km. precast concrete post
delinators, post of size 130 x 90 x 1300 mm
consisting of 4 B.T. wires with 14,000 Kg/cm2 C.C.
M-20 grade 16mm dia. hold fast, including
excavation & C.C. 1:4:8 foundation block, oil
painting post with 3 coats and Red fluorescent tape
75 x 75mm and white floursent border 20mm wide
around the red tape on all the four sides with
necessary adhesive and laminations etc. complete
No 375.00 92.00
Spec. No. :MORTH 806
155
MORTH
Providing and fixing reflective fluorescent tape on
old road sign including cleaning / scraping the
existing board complete.
Sq.m. 1.00 0.25
Spec. No. : As directed by Engineer in charge
156
MORTH
801
Providing and fixing with apex point upward
prepared on fibre reinforced plate 3.0 milimeter
thick bonded with white retroreflective sheeting on
Engineering grade having pressure sensitive / heat
activated adhesive retrorflective white back ground
and red border and back side gray retoreflective
symbols, letters, numerals, arrows, one M.S. angle
post of 65 x 65 x 6 mm size and 3.65 meter long
inflated bottom and drilled on top and painting
posts with white and black border of 25
centimetres, fitting board to post with 2 numbers of
strong G.I. bolts and nuts including transportation
and fixing in p.c.c. 1:4:8 etc. complete. (The work
to be executed with prior approval of
Superintending Engineer)
No. 6450.00 1056.00
i) Cautionary sign boards 90 cm equilateral triangle
Spec. No. :MORTH 801 IRC 57 of 2001
285
Completed Labour
1 Reconnaissance survey for road work including
study of survey sheet , maps etc. alignment
including 3 dimension of apexes, fixing pegs,
chain & compass or cross staff survey
necessary level if required, fixing apex stones
of size 0.15 x 0.15 x 0.60 meter in cc 1:2:4 at
every apex points and all types of compliances,
if required from the department.
Per Km 4356.00 2533.00
2 Procurement of Village map / Forest map/ Land
plan from Forest / Revenue authority for
preparation of land plan record etc. completed
including necessary payment for the plans and
other documents as necessary for this survey
and plotting and demarcation works etc.
complete.
Per No 357.00
3 Survey for Preparation of land plans and fixing
boundaries of road using pegs including
carrying out detailed plain table survey / chain
and compass survey of the area on the both
sides of center line of the road up to 100 m or
as directed etc. complete.
Per Km 3220.00 2029.00
4 Carrying out plotting works of the area surveyed
by the surveyors on AutoCAD / tracing sheet. ---
------------ ----------------------------------
Per Km 708.00
5 Preparation of land plans Tracing on AUTO
CAD / tracing film of approved marks 60/65
micron one side matt and taking out prints and
binding the same etc. -----------------------------------
------------------------------------------------
Per Km 293.00
SURVEY WORK
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
286
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
6 Providing 10 Ammonia copies/ Computer prints
of each sheet of land plan of size 60 cm x 40
cm including preparing road wise sets in plastic
cover with printing the required information on
the cover etc. complete.
Per Km 220.00
7 Preliminary survey of road alignment including
fixing three dimensions of apexes, verification
of type of land, chain and compass survey,
fixing reference pegs wherever necessary
including collection of other essential data with
the help of theodolite levels where ever
necessary etc, complete in plain area.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
/ Km 3264.00 2698.00
8 Detailed survey of road alignment with chain
and compass, levels by Auto level and other
essential instruments including setting of final
centre line, locating curves, establishing B.M.,
fixing of apex stone of size 0.15m x 0.15m x
0.60m in CC 1:2:4 wherever necessary and
taking L-section, cross section, fly leveling trial
pits (0.60m x 0.60m x 0.60m) at 200 mtr.
interval etc, complete in plain area.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
/ Km 6439.00 5196.00
9 Preparing and providing detailed plans and
estimates of road including typing in 5 copies in
proper file including colouring ammonia prints of
plans, indexing and paging etc. complete and
all type of compliance, if required from
department, including L/S and C/S at every
30mtr. intervals and quantity calculation.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Taking output for 2 km.
Per Km 1415.00
287
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
10 Survey of catchment area of stream up to 100
Acres by visual inspection by use of chain and
compass etc. complete (Approximate 100 Acres
area as per village map)
Per No 348.00 164.00
11 Preparing and providing detailed estimates of
C.D.works in 5 copies in proper file including
taking L - section of road preparing catchment
area plan by traverse method and taking one
trial pit of size 1.50m x 1.50m x 1.5m and all
types of compliance, if required from
department.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Taking output 3 No.
Per No 1320.00 799.00
12 Carrying out detailed survey for Raised
causeway including reconnaissance taking L-
section of existing road necessary cross
sections one at defined, one at vergin one at
alternate proposed site and L/Section of stream
up to sufficient length with chain and compass,
taking two trial pits of size 2.00 x 2.00 x 3.00 M
collecting of samples from T.P. for ascertaining
the silt factor preparation of details survey data
and submission of the project in 5 copies with
colouring of the ammonia prints/ computer print
site plan and other drawing etc. complete and
all necessary compliance, if required from
department.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Each 24916.00 21163.00
288
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
13 Preparing and submitting detailed plans and
estimate of Raise causeway in 5 copies based
on detailed survey data approved by competent
authority with ammonia prints, of site plan and
other drawing, colouring of plans, proper filling,
indexing and paging etc. complete and all types
of compliance, if required from department.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Each 2645.00
14 Carrying out details survey of Minor Bridge
including Reconnaissance taking L - section of
existing road and necessary cross section, one
at U/S, and one at D/S, one vergin cross
section. one cross section at alternate proposed
site and L - section of stream up to sufficient
length with chain and compass, taking three
trial pits of size 2.00 x 2.00 x 3.00 M.collecting
samples of bed materials from trial pit for
ascertaining the silt factor, submission of survey
data in three computerized copies and
colouring of the prints, site plans and other
drawing etc, completed. As directed by
Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Considering ( Working in 5 days )
Each 31963.00 27436.00
289
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
15 Preparation of detailed drawing / plans and
estimate of Minor Bridge based on approved
detailed survey data by the competent authority
including 5 copies of ammonia prints/ computer
print site plan other drawings with colouring of
plans, proper filling , indexing and paging etc.
complete and all types of compliance, if
required from department.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
/ Each 2990.00
16
Carrying out detailed survey for major bridge
including Reconnaissance taking L-section of
existing road, necessary cross sections, One at
U/s and one at D/s, one end C/s at U/s (500m)
& one end C/s at D/s (500m), one vergin cross
section and one cross section as alternate
proposed site and L/Section of stream up to
sufficient lengths including chain and compass,
taking five trial pits three in bed, two on banks
of size 2.00 x 2.00 x 3.00m for collecting
samples from trial pit for ascertaining the silt
factor, from Government approved laboratories
(testing charges to be borne by agency.) and
preparation of detailed survey data, submission
of the project fully typed, colouring of the
ammonia prints, site plan and other drawing
etc. complete and all types of compliance, if
required from department. (Excluding taking
trial bores and contouring)
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.] -
A) 0.00 up to 150.oo mtr. [Bed Width] Each 57244.00 42240.00
B) above 150 mtr Each 62968.00 46530.00
290
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
17 Preparing and submitting detailed plans and
estimate of major bridge in 5 copies based on
detailed survey data and technical note
approved from the competent authority
including ammonia / computer prints, of site
plan, and other drawing with colouring of plans,
proper filling, indexing and paging etc. complete
and all types of compliance, if required from
department.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Each or No. 4431.00
18 Taking trial bores for detailed investigation with
NX diamond drill double tube in all sorts of soil
like soft murum, hard murum and boulders
including all materials such as casing pipes,
accessories, grease, steel boolsam and other
such materials and or as required including
conveying such materials and machinery to site
of works, preserving the loose samples in glass
plastic jar and core samples serially numbered
at site of work and conveying the same to the
head quarter of concerned office as directed
and submission of detailed bore log sheet
completed.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
A) Over Burden (all sorts of soil like soft
murum, hard murum and boulders)
i) Over Burden (all sorts of soil like soft murum,
hard murum and boulders) / Rmt 2192.00
ii) for Trial Bores Drilling In Standing Water / Rmt 2600.00
291
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
19 Taking trial bores for detailed investigation with
NX diamond drill double tube in all sorts of soil
in soft rock / weathered rock including all
materials such as casing pipes, accessories,
grease, steel boolsam and other such materials
and or as required including conveying such
materials and machinery to site of works,
preserving the loose samples in glass plastic jar
and core samples serially numbered at site of
work and conveying the same to the head
quarter of concerned office as directed and
submission of detailed bore log sheet,
completed.(Excluding Core box)
B) soft rock / weathered rock
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
i) soft rock / weathered rock / Rmt 2588.00
ii)for Trial Bores Drilling In Standing Water 2996.00
20 Taking trial bores for detailed investigation in
rock other than quartzite with NX diamond drill
double tube boring including all materials such
as casing pipes, accessories, grease, steel
boolsam and other such materials and or as
required including conveying such materials
and machinery to site of works and core
samples serially numbered at site of work and
conveying the same to the head quarter of
concerned office as directed and submission of
detailed bore log sheet, completed. (Excluding
core box.)
Rock other than quartzite. [As directed by
Engineer in charge.]
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
( for 2.5 mt. Output )
i)Hard Rock other than quartzite. / Rmt 3857.00
ii) for Trial Bores Drilling In Standing Water 4850.00
292
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
21 Taking trial bores for detailed investigation in
quartzite rock with NX diamond drill double tube
boring including all materials such as casing
pipes, accessories, grease, steel boolsam and
other such materials as required including
conveying such materials and machinery to site
of works, core samples serially numbered on
site of work and conveying the same to the
head quarter of concerned office as directed
and submission of detailed bore log sheet,
completed. As directed by Engineer in charge.
( Excluding core box.) --------------------
i) BY NX Drill
As directed by Engineer in charge.
/ Rmt 7340.00
ii) for Trial Bores Drilling In Standing Water / Rmt 9429.00
22 Taking trial bores for detailed investigation in
quartzite rock with BX diamond drill double
tube boring including all materials such as
casing pipes, accessories, grease, steel
boolsam and other such materials as required
including conveying such materials and
machinery to site of works, core samples
serially numbered on site of work and
conveying the same to the head quarter of
concerned office as directed and submission of
detailed bore log sheet, completed. As directed
by Engineer in charge.
( Excluding core box.)
1) BY BX Drill
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
/ Rmt 6341.00
ii) for Trial Bores Drilling In Standing Water 7740.00
293
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
23 Taking trial bores for detailed investigation in
quartzite rock with AX diamond drill double
tube boring including all materials such as
casing pipes, accessories, grease, steel
boolsam and other such materials as required
including conveying such materials and
machinery to site of works, core samples
serially numbered on site of work and
conveying the same to the head quarter of
concerned office as directed and submission of
detailed bore log sheet, completed. As directed
by Engineer in charge.
(Excluding core box.)
1) BY AX Drill
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
( Rate for 2 Rmt. Output )
/ Rmt 5448.00
ii) for Trial Bores Drilling In Standing Water / Rmt 6435.00
24 Providing core box of Non Teak wood / jungle
wood of size 1.5 m. x 0.35 m. x 0.10 m. for
preserving core sample with all fixtures &
fastening, painting, handles, locking
arrangement including material and labour etc.
complete
As directed by Engineer in charge.
Rate for 1 Box.
Per No 2253.00
25 Preparing and providing contour survey map of
river / stream on U/S and D/S. of proposed
bridge site including chain and compass survey
and taking levels survey at every (15M x 15M)
Preparing contour map and supplying ammonia
prints in 5 sets etc. complete.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
/Sq.Km. 23138.00 13179.00
294
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
26 Preparing land, plans and land schedule
including carrying out plain table survey for
private / forest land on both side of road in
Rural and Urban areas. The work of plotting
and, certificate from D.I.L.R. or other authorities
shall be obtained for corrections of prepared
plans, tracing and taking out prints and
preparing the requisite booklets duly bounds
and printing with all materials etc.Three land
plans booklets along with original tracing shall
be supplied along with of village maps / forest
land plans from concerned authorities.
Note : The item includes following points. (1)
Carring out plain table survey of the
private/forest land, along the road upto required
width On either side from the road centre. (2)
Plotting of duly surveyed area. (3) Collection of
data from D.I.L.R. Authorities and verification of
survey maps of D.I.L.R. Authorities. (4)
Preparing three booklets of survey maps,
including taking out prints of survey maps,
binding etc.
/ Sq.Km 20120.00 11460.00
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
27 Providing and carrying out "Traffic Census" for
7 days on N.H. / S.H. / M.D.R. by employing a
team of skilled person for counting each type of
vehicle running on the highways, recording
their numbers as per method suggested by
Engineer-in -charge / IRC, calculating traffic
intensity/P.C.U. including labour, materials
stationary and rental charges of tables, chairs,
red flags, etc. complete and giving final report
of traffic.
As directed by Engineer in charge. -[As per IRC
Guideline]
(A) Count post having traffic intensity upto
10,000 M.T./Day
Consider output 7 days
Per Day 4111.00
295
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
28 Providing and carrying out "Traffic Census" for
7 days on N.H. / S.H. / M.D.R. by employing a
team of skilled person for counting each type of
vehicle running on the highways, recording
their numbers as per method suggested by
Engineer-in -charge, calculating traffic
intensity/P.C.U. including labour, materials
stationary and rental charges of tables, chairs,
red flags, etc. complete and giving final report
of traffic.-
As directed by Engineer in charge. [As per IRC
Guideline]
Count post having traffic intensity above 10,
000 MT/DAY AND upto 20,000 M.T./Day
Consider output 7 days
Per Day 6009.00
29 Providing and carrying out "Traffic Census" for
7 days on N.H. / S.H. / M.D.R. by employing a
team of skilled person for counting each type of
vehicle running on the highways, recording
their numbers as per method suggested by
Engineer-in -charge, calculating traffic
intensity/P.C.U. including labour, materials
stationary and rental charges of tables, chairs,
red flags, etc. complete and giving final report
of traffic.
As directed by Engineer in charge. [As per IRC
Guideline]
(C) Count post having traffic intensity more than
20,000 M.T./Day
Consider output 7 days
/ Per Day 7809.00
296
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
30 Updating of following maps
a) Updation of Nagpur District map in Marathi
under Road Development Plan 1981-2001 and
making new C.D. . ( Coloured Map )
No. 2420.00
b) Updation of Nagpur District map in English
under Road Development Plan 1981-2001 and
making new C.D. . ( Coloured Map )
No. 2420.00
c) Updation of 13 taluka maps of Nagpur District
map in Marathi under Road Development Plan
1981-2001 and making new C.D.
No. 1452.00
d) Updation of 13 taluka maps of Nagpur District
map in English under Road Development Plan
1981-2001 and making new C.D. . ( Coloured
Map )
No. 1452.00
e) Taking B./W tracing print of District map in
English and Marathi on double matt tracing film.
No. 847.00
f) Taking B./W tracing print of taluka map of
Nagpur District on double matt tracing film.
No. 726.00
g) Final colour prints of District map on white
paper after making correction in Drawings.
No. 424.00
h) Final colour prints of taluka map on white paper
after making correction in Drawings.
No. 424.00
i) Trial plot on fit to scale of District map making
corrections on white paper.
No. 121.00
j) Trial plot on fit to scale of taluka map making
corrections on white paper.
No. 121.00
297
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
31 Carrying of detailed topographic survey by
using Total station along the proposed road
alignment including taking L - Section and cross
section at every 30 meter upto ROW, taking at
least 10 spot level per cross section, picking up
all existing detail inside the ROW like electric
telephone lines, encroachments, structure etc.
connecting all the primary total station control
points by G.T.S. Bench marks level or
whichever available with department using auto
level and preparing Auto CAD plan by using
(xyz) co-ordinate using above data taking out
one set of black & white printout on 50 micron
polyester film sheet A1 size and two sets of
coloured printouts on which sheet A1 size
submitting soft copy of all data on C.D.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
a) By Total Station Per Km 22425.00
b) By Auto Level Per Km 16819.00
32 Carrying of detailed topographic survey for road
work by using Total station along the proposed
road alignment including taking L - Section and
cross section at every 10 meter upto ROW,
taking at least 10 spot level per cross section,
picking up all existing detail inside the ROW like
electric telophone lines, encroachments,
structure etc. connecting all the primary total
station control points, available with department
using auto level and preparing Auto CAD plan
one set of black & white printout on 50 micron
polyester filmsheet A1 size and two sets of
coloured printouts on which sheet A1 size
submitting soft copy of all data on C.D. ( Not
Including Preparation of L/s & Computation of
Quantities by C/s )
By Partly using Departmental Staff & Jeep
As directed by Engineer in charge.
Per Km 11247.00
298
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
33 Carry of Detailed topographic survey by using
Total station, picking up all land boundary
points, existing building, road, electric &
telephone poles, trees, encroachments,
structure detailed etc. connecting all the primary
total station control points, grid contour at every
10 meter both way and preparing AutoCAD
Plan with contour at 1.00 meter interval in
necessary scale, area statement of land and
existing building, taking out three set of black &
white printout & one set on tracing film in
necessary size and submitting soft copy of all
data on C. D. and as per instructions given by
engineer- in- charge
sqm 2.00
34 Carry of Detailed topographic survey by using
Total station, picking up all land boundary
points, existing building, road, electric &
telephone poles, trees, encroachments,
structure detailed etc. connecting all the primary
total station control points, grid contour at every
10 meter both way and preparing AutoCAD
Plan with contour at 1.00 meter interval in
necessary scale, area statement of land and
existing building, taking out three set of black &
white printout & one set on tracing film in
necessary size and submitting soft copy of all
data on C. D. and as per instructions given by
engineer- in- charge
( Mode of Measurement = Area including actual
plot area with building , Main & side road in
Sqm)
By Partly using Departmental Staff Per Sqm 1.50
299
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
35 Preparation of roadway drawing (plan & profile)
using available user data computer in Auto Cad
at required scale specified in / as per IRC and
submitting on C.D. including template,
necessary project details on each drawing
Assuming daily output 1.00 Km.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Per km 2244.00
36 Preparation of roadway drawing ( profile/ L-
section) using available user data computer in
Auto Cad at required scale spacified in / as per
IRC and submitting on C.D. including template,
necessary project details on each drawing
As directed by Engineer in charge.
by partly using departmental Staff
Per km 1196.00
37 Geometrical design of roads for horizontal and
vertical curves at designed speed specified by
I.R.C. with proposed grades as per I.R.C.
standard in detail along the proposed alignment
including taking trial curves, super elevation
design including submitting initial proposed
grades & curve designs and finally approved
designs with all data on 3 C.D. & 3 hard copies
etc. complete.
Assuming daily output 1.00 Km.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
No 3457.00
38 Computation of quantities of earthwork
pavement and other road elements as per the
approved grade & curves for four lane estimate
excluding bridges / C.D. works including rate
analysis for lead charges and preparation of
final abstract and detailed estimate.
Assuming daily output of 1.00 Km.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Km 4867.00
300
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
39 Computation of quantities of earthwork
pavement and other road elements as per the
approved grade & curves for two lane
excluding bridges / C.D. works including
preparation of final abstract .
By Partly using Departmental Staff
As directed by Engineer in charge.
Km 3152.00
40 Preparation of final design and feasibility report
including specification writing for all
construction items and executive summary
stating scope of work, rates adopted, key points
of execution salient feature of the project etc.
complete and submitting in 3 hard copies and
C.D, etc. complete, Time required and
expenses incurred for every 5 Km.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Km 3991.00
41 Taking purely fly levels to carry G.T.S. Bench
mark as and where required and as directed
etc. complete.
Rate for 5 Km.
As directed by Engineer in charge.
[As per "Guidelines for preparation of Road
Project" by P.W.D.]
Km 398.00 133.00
301
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
42 Providing and carrying out O & D Survey for 7
days on predefined count posts for up and
down traffic on N. H. / S. H. / M. D. R. etc. The
survey shall be conducted round the clock in
three shifts at predefined count posts as
instructed by Engineer In charge, The O & D
survey shall be made to intercept all vehicles
passing through these check post. The
procedure and necessary formats of O & D
survey shall be got approved from competent
authority before starting the actual work.
per Day 10980.00
The survey shall include tracing
the movements of all vehicles ( except two
wheelers) its origin (Place and distance) and
destination points (Place and dist. factory etc.)
types of vehicle (LCV, Trucks trailer, Tanker,
Buses, Minibuses), types of commodity being
carried out, approximate weight of vehicles,
total distance to be travelled by vehicles.
Vehicles carring container, gas cylinder, flat etc.
shall also be included in survey. For all vehicles
loaded and empty mode shall also be recorded
under each commodity. Hourly vehicle count
shall also be segregated if required to find pick
hour traffic.
The survey shall be carried out by
employing team of skilled and experianced
supervisor and persons for counting and
carrying out OD survey. Necessary slips shall
be issued to vehicals to enumarate the vehicale
if required as directed by engineer incharge.
The survey data shall be submitted
in the presentable form in soft copy as well as
hard copy with binding wigh all statistical
calculations, as per requirement of engineer
incharge. The survey shall be carried out as per
relevent latest applicable IRC. The work is
inclusive of all labour materials, stationary,
rentalcharges, departmental charges, typing
printing, binding other expencess and taxes etc
complete.
Consider 7 Days output
302
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
43 Cleaning the site removing bushes, including
removal of roots upto 20cm. Circumference and
disposal of above stuffs upto a lead of 10mtr. or
as directed by Egnineer-In-Charge.
Per Sqm 2.00 2.00
44 Preparation of road way drawing ( Plan &
Profile ) on computersing Auto cad at required
scale showing all topo feature and proposed
construction details such as carriage way
median service road, toe lines, retaining walls,
cross drainage works, major structures
including indexing level table, legend basic
information of project and design detail.s etc.
complete
Per Km 3042.00
45 Carrying out deatailed survey and design of
junction with total station indicating length
proposed to be improved traffic is land of
perticular size and shape of road. Layout of
traffic sign information board, breaks in median
verge as per IRC standards etc. complete and
based upon it the junction improvement drawing
to be prepared as per the standard plate of
MOSRT & H and supplying nine copies with
providing or details along with C D works etc.
complete.
No 3300.00
46 Carrying out Tree Census of all trees within
proposed right of way including calssication per
girth and type of spices and listing out trees to
cut / shifted for proposed alignment.
Per Km 2184.00
47 Carrying out listing of permanent and temporary
structure within proposed right of way including
type and age of structure list of persons
affected by projects and details of area to be
acquired structure wise with approximate
valuation etc. complete.
Km 3300.00
303
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
VIDEO PHOTOGRAPHY
1 Preparing and carrying out vido shooting of
road, bridges, other structures and programme,
including preliminarys survey, still shots, moving
shooting, necessary board for video shooting
hiring of vehicle, equipents for video shooting
tranportation of all equipments, persons,
requried for shooting, lighting arrangement as
may be necessary, editing, mixing, titiling,
lettering, sonding including cost of coloured
casset of approved quality etc. complete.
i) Rate cassette/ hour
Spec. No. :- As directed by Engineer- in -
charge.
One Hour
Compact
Disc
550.00
2 Preparing and carrying out vido shooting of
road, bridges, building, other programme
including hiring of vehicle equipments for video
shooting, tilting,lighening, mixing,lettering
editing including cost of two colour cassetts of
approved make and quality etc. complete.
Spec. No. :- As directed by Engineer- in -
charge.
A) within 50 kms. Per day 2200.00
I) Work up to 5 Hours Per day 1100.00
B) beyound 50 Km. Per day 2400.00
i) Work up to 5 Hours Per day 1200.00
304
Completed Labour
SR.NO.
& CODE
NO.
DESCRIPTION OF ITEMS UNIT RATE FOR 2014-15
( In Rs.)
3 Shooting of still photographs outdoor and
indoor of construction and other works of
building, bridges, roads etc. in Nagpur and
outside Nagpur distt. at any distances.
Spec. no.:- As directed by Engineer-incharge.
ii) 4"x6" Size Each set 88.00
iii) 5"x 7" Size Each set 143.00
Extra copies- 4"x6"Size Each 10.00
Extra copies- 5"x7"Size Each 17.00
4 Carrying out 24 hours continuous video
shooting for traffic count at proposed toll plaza
or other required location excluding junction,
covering traffic from all lanes and in both
directions with submission of auto generated
vehicle category wise report by Count from
Video using image processing software and
report in prescribed format including audit of
entire video and report , submission of
annotated video and time stamped
categorywise thumbnail view of each vehicle on
USB ( 3 copies), traffic analysis , graphical
presentation as directed by Engineer-in-Charge
with accuracy more than 95% including remarks
compliance and preserving copy of annotated
video and submitted report (backup) for any
future requirement etc. complete.
Per day
two
direction
74800.00
305
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
1 1 TRAP HEADER (17X22X60 TO 75 CM) APP. 60 CM LONG No. 33.00
2 2 TRAP HEADER APP. 75 CM LONG No. 35.00
3 3 RUBBLE STONE (BLASTED) Cu.m. 210.00
4 4 SAND (SCREENED) Cu.m. 450.00
5 5 CEMENT Bags 290.00
6 7 M. S. BARS OF V/S SIZES M. T. 44300.00
7 8 BINDING WIRES Kg. 68.00
8 9 NAILS Kg. 68.00
9 10 HIGH TENSILE (TOR) STEEL M. T. Deleted
10 10a TMT STEEL M.T. 46000.00
11 15 RUBBLE AT QUARRY ( MASONRY) Cu.m. 240.00
12 18 GRAVEL AT NALLA BED Cu.m. 130.00
13 19 FIRE WOOD Quintal 310.00
14 20 BITUMEN BULK VG 40 (30/40) AT MUMBAI w.e.f. 01/06/2014 M. T. 57580.00
15 20a BITUMEN PACK TIN VG 40 (30/40) AT MUMBAI w.e.f.
01/06/2014
M. T. 61570.00
16 21 BITUMEN BULK VG30 ( 60/70) AT MUMBAI w.e.f. 01/06/2014 M. T. 53925.00
17 21a BITUMEN PACK TIN VG30 ( 60/70) AT MUMBAI
w.e.f.01/06/2014
M. T. 57915.00
18 21b BITUMEN BULK VG10 (80/100) AT MUMBAI w.e.f. 01/06/2014 M. T. 52895.00
19 22 SOLVANT (LDO) Ltr. 62.00
20 27 GUARD STONE (STD. SIZE) (Stone) No. Deleted
21 28 BOUNDARY STONE (Stone) No. Deleted
22 30 PIN HEADER ( STD. SIZE) (Stone) No. 42.00
23 31 QUARRY SPALLS ( TRAP RUBBLE) Cu.m. 170.00
24 32 TR. HEADER / THROUGH ST. (Stone) No. Deleted
25 33 TR. HEADER (Stone) No. Deleted
26 34 TRAP METAL BLASTED 60 mm. Cu.m. Deleted
27 35 TRAP METAL 60 mm. (UNBLASTED) Cu.m. Deleted
28 36 TRAP METAL 50 MM. (BLASTED) Cu.m. 295.00
29 37 TRAP METAL 50 MM. (UNBLASTED) Cu.m. 320.00
30 38 TRAP METAL 40 MM. (BLASTED) Cu.m. 305.00
31 39 TRAP METAL 40 MM. (UNBLASTED) Cu.m. 320.00
32 40 TRAP METAL 40 MM. (CRUSHED) Cu.m. 650.00
33 41 TRAP METAL 25 MM. (CRUSHED) Cu.m. 700.00
34 42 TRAP METAL 20 MM. (CRUSHED) Cu.m. 750.00
35 43 TRAP METAL 10 MM. / 12 MM (CRUSHED) Cu.m. 460.00
36 44 HARD MURUM Cu.m. 225.00
MATERIAL RATES
306
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
37 45 SOFT MURUM Cu.m. 200.00
38 46 TRAP METAL 6 MM. (CRUSHED) Cu.m. 450.00
39 905 Stone Dust Cu. M. 200.00
40 49 BRICKS AGGREGATE ( 20 TO 40 MM) Cu.m. 315.00
41 53 STEEL FOR STRUCTURAL WORK M. T. 47500.00
42 54 STEEL PLATES M. T. 52000.00
43 54a SAND UNSCREEN FOR BUILDING Cu.m. 400.00
44 55 SAND UNSCREEN FOR ROAD (Nallah Bed) Cu.m. 225.00
45 56 LIME SLAKED ( FINE LIME) Kg. 12.00
46 61 BRICK BATS Cu.m. 600.00
47 79 BRICKS ( II CLASS) No. 4.50
48 80 BRICKS ( I CLASS) No. Deleted
49 80a FLY ASH BRICKS No. 4.00
50 82 FIRE BRICKS No. 20.00
51 86 KHANDKIES No. Deleted
52 92 CORNER STONES 38X20X30 CM. No. 65.00
53 93 POLI. SHAHABAD (M. CUT 25 MM TH.) Sq. m. Deleted
54 95 ROUGH SHAHABAD (12-20 MM TH.) Sq. m. 180.00
55 97 WATER PROOFING COMPOUND Kg. 90.00
56 98 POLISH SHAHA. FOR STEPS (25 MM.) Sq. m. Deleted
57 99 CHEQ. CEMENT TILES Sq. m. 200.00
58 100 TANDUR POLISHED FOR STEPS Sq. m. Deleted
59 101 NEERU. Kg. Deleted
60 103 KOTA STONE ( MACHINE CUT) 25MM.TH Sq. m. 425.00
61 104 ROUGH SHAHABAD ( 25 TO 30 MM. TH) Sq. m. Deleted
62 105 ROUGH SHAHABAD ( 50 TO 60 MM. TH) Sq. m. Deleted
63 106 ROUGH SHAHABAD ( 40 TO 50 MM. TH) Sq. m. Deleted
64 108 TANDOOR ( HAND CUT) 25 MM. TH Sq. m. Deleted
65 109 TANDOOR 25 MM. TH. (MACHINE CUT) Sq. m. Deleted
66 110 PLAIN CEMENT TILES Sq. m. 180.00
67 111 CEMENT COLOUR TILES Sq. m. 185.00
68 112 WHITE GLAZED TILES 15X15 CM. Doz. Deleted
69 113 WHITE GLAZED TILES 10X10 CM. Doz. Deleted
70 114 WHITE MAKRANA MARBLE SLAB (12mm TO 15mm ) Sq. m. 1600.00
71 114a WHITE MARBLE (12mm TO 15mm ) (Other than Makrana) Sq. m. 1200.00
72 115 MARBLE CHIPS Kg. Deleted
73 116 MARBLE COLOUR POWDER Kg. Deleted
307
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
74 117 WHITE CEMENT Per 50
Kg. Bag
750.00
75 118 COLOURED CEMENT Kg. 100.00
76 119 MARBLE MOSAIC CHEQ. TILES(GREY) Sq. m. 250.00
77 122 KADAPPA ( MACH CUT) 25 MM TH. Sq. m. 375.00
78 124 COL. MOZAIC TILES ( GREY CEMENT) Sq. m. Deleted
79 125 MARBLE MOSAIC TILES ( GREY CEMENT) Sq. m. Deleted
80 127 KOTA STONE STEP (POLISHED) Sq. m. 475.00
81 129 COL. MOZAIC TILES ( WHITE CEMENT) Sq. m. Deleted
82 131 CHEQUERED TILES (GRAY CEMENT) Sq. m. 170.00
83 138 LINSEED OIL DOUBLE BOILED Ltr. 100.00
84 139 TURPENTINE Ltr. 70.00
85 141 FRENCH POLISH Ltr. 170.00
86 142 VARNISH Ltr. 150.00
87 143 COAL TAR Kg. 55.00
88 144 COMERCIAL SPIRIT Ltr. 55.00
89 145 WHITE ZINC PAINT Kg. 180.00
90 150 ALUMINIUM PAINT Ltr. 250.00
91 151 SYNTHETIC PAINT Ltr. 250.00
92 152 ENAMEL PAINT / FLAT PAINT Ltr. 250.00
93 154 RED OXIDE PAINT Kg. 140.00
94 155 PLASTIC EMULSION PAINT Kg. 280.00
95 158 COLOUR POWDER (YELLOW EARTH) Kg. 10.00
96 159 WASHABLE DISTEMPER Kg. 85.00
97 160 OIL BOUND DISTEMPER Kg. 100.00
98 163 WATER PROOF CEMENT PAINT Kg. 50.00
99 164 T. W. PLANKS 1.2 M. LENGTH Cu. M. 75000.00
100 175 T. W. PLANKS ABOVE 2.5 M. LENGTH Cu. M. 77000.00
101 177 T.W. PLANK 25 TO 50 MM TH. 10-15 CM Wide Cu. M. 77000.00
102 178 T.W. GIRDER (JOIST) Cu. M. 78000.00
103 180 T.W. PLANKS 20 MM. TH (10-15 CM Wide) Cu. M. 75000.00
104 180a Teak Wood Battens Cu. M. 56000.00
105 183 T.W.BULLIES 100 MM DIA Rmt. 150.00
106 184 T.W. BULLIES 125 MM DIA. Rmt. 160.00
107 185 T.W. BULLIES 150 MM DIA. Rmt. 175.00
108 186 JUNGLE WOOD PLANKS & IN GENERAL Cu. M. 30000.00
109 190 G.I. SCREW BOLTS No. 3.00
110 191 G.I. 'J' HOOKS 6 MM. DIA. No. 6.50
308
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
111 192 G.I. WASHERS No. 0.75
112 193 MANGLORE TILES CLASS ''A'' No. 10.00
113 196 J.W.BALLIES 150 MM. DIA Rmt. 70.00
114 197 MANGLORE RIDGE/HIP TILES No. 20.00
115 199 G.C.I. SHEETS (CORRUGATED ) 20 BWG. M. T. 66000.00
116 199a G.I.SHEET COLOUR M. T. 68000.00
117 200 G.I. WASHERS Kg. 90.00
118 201 G.I.NUT AND BOLTS Kg. 95.00
119 206 STRONG IRON BOLTS 10 MM. DIA. Kg. 100.00
120 208 RIDGE CAP (PLAIN G.I.) M. T. 66000.00
121 210 BITUMINOUS WASHERS Kg. 100.00
122 211 A.C. SHEET RIDGE Pair. 270.00
123 211a Googly Bolt With Bitumenous Washer Kg. 80.00
124 213 MANGLORE GLASS TILE No. 350.00
125 215 A.C. PLAIN SHEET 6 MM. TH. Sq. m. Deleted
126 218 A.C.CORRUGATED SHEET 6 MM. TH. Sq. m. Deleted
127 222 PLAIN A.C. SHEET 4 MM. TH. Sq. m. Deleted
128 223 HARD BOARD 6 MM. TH. Sq. m. 155.00
129 224 PLY WOOD 12 MM. TH. Commertial Sq. m. 400.00
130 225 PLY WOOD 6 MM. TH. Commertial Sq. m. 305.00
131 225a PLY WOOD 4 MM. TH. Commertial Sq. m. 170.00
132 226 PARTICAL BOARD (12 MM.TH.) Sq. m. 385.00
133 226a Marine Ply 12 mm Sq. m. 600.00
134 226b Marine Ply 6 mm Sq. m. 430.00
135 226c Marine Ply 4 mm Sq. m. 275.00
136 227 INDIAN SUPERIOR T. W. FRAME Cum 89000.00
137 228 IRON HOLD FAST 300X40X5MM No. 45.00
138 229 BUTT HINGES ALUMINIUM 75 MM No. 55.00
139 230 BUTT HINGES ALUMINIUM 100 MM No. 60.00
140 231 BUTT HINGES ALUMINIUM 125 MM No. 65.00
141 232 TOWER BOLT ALUMINIUM 150 MM No. 50.00
142 233 TOWER BOLT ALUMINIUM 200 MM No. 60.00
143 234 TOWER BOLT ALUMINIUM 250 MM No. 70.00
144 235 HANDLE ALUMINIUM 125 MM. No. 50.00
145 236 HANDLE AND EYES ALUMN. 225 MM No. 30.00
146 239 GLASS 5.5 MM. THICK (PLAIN) Sq. m. 500.00
147 241 HANDLE IRON OXI. 100 MM. No. 30.00
309
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
148 242 TOWER BOLT 150 MM. IRON No. 30.00
149 243 HOOK & EYE IRON OXI. 75 MM No. 18.00
150 245 HANDLE IRON OXI. 125 MM No. 35.00
151 246 HOOKS AND EYES 225 MM IRON OXI No. 20.00
152 247 MORTICE LOCK SUPERIOR No. 725.00
153 248 SLIDING DOOR BOLT (TADI) No. 65.00
154 249 ALDROP ALUMINIUM 300 X 16 MM No. 180.00
155 250 BUTT HINGES IRON OXI. 125 MM No. 35.00
156 251 BUTT HINGES IRON OXI.100 MM No. 30.00
157 252 BUTT HINGES IRON OXI. 90 MM No. 22.00
158 253 ALDROP IRON OXI. 300 MM (20 MM DIA.) No. 120.00
159 254 IR. OXI. TOWER BOLT 150 MM. No. 65.00
160 255 TOWER BOLT IRON OXI. 250 MM. No. 80.00
161 256 TOWER BOLT IRON OXI.200 MM No. 70.00
162 257 LATCH 250 MM LONG IRON OXI. No. 45.00
163 258 BLACK HINGES No. 12.00
164 259 STR. BUTT HINGE BR.OXI 150 MM. No. 75.00
165 260 STR. STRAP HINGE BR.OXI 200 MM. No. 85.00
166 261 STR. BUTT HINGE BR.OXI 100 MM. No. 65.00
167 262 TOWER BOLT IRON OXI.300 MM No. 95.00
168 263 CHAIN AND STARLE IRON No. 35.00
169 264 BR.OXI, TOWER BOLT 250 MM. No. 185.00
170 265 IRON OXI. STRAP HINGE No. 30.00
171 266 B.R. ORNAMENTAL HANDLE No. 185.00
172 269 HANDLE FOR STEEL WINDOWS No. 32.00
173 272 SOLID CORE T.W. VENEER 35 MM Sq. m. 1350.00
174 273 BRASS DOUBLE ACTING SPRING HINGES No. 170.00
175 274 SOLID CORE (COMME)SHUTTER 35 MM Sq. m. 1100.00
176 276 X.P.M. 12 MM X 18 GAUGE Sq. m. 130.00
177 277 HANDLE IRON OXI.150 MM No. 40.00
178 278 STOPPER FOR STEEL WINDOW No. 35.00
179 279 FLY PROOF G.I. WIRE MESH Sq. m. 185.00
180 288 HAMP ROPE Kg. 80.00
181 292 FERRUL FOR C.I. PIPE 100 MM No. 140.00
182 293 COUPLING C.I.80 MM. No. 130.00
183 294 COUPLING CAST IRON 100 MM No. 135.00
184 296 BELL MOUTH COVER (100 MM) DIA No. 65.00
310
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
185 304 CLAMP FOR G.I. PIPE No. 8.50
186 310 C.I.COVER 45X30 CM. WITH FRAME No. Deleted
187 319 BIB STOP TAP BR. HEAVY 15 MM. No. 185.00
188 320 BIB STOP TAP BR. HEAVY 20 MM. No. 275.00
189 321 BIB STOP TAP BR. HEAVY 25 MM. No. 325.00
190 322 SOCKET FOR 15 MM. TAP No. 15.00
191 323 SOCKET FOR 20 MM. TAP No. 21.00
192 324 SOCKET FOR 25 MM. TAP No. 26.00
193 326 WHEEL STOP TAP OF BRASS 15 MM No. 225.00
194 327 WHEEL STOP TAP OF BRASS 20 MM No. 310.00
195 328 WHEEL STOP TAP OF BRASS 25 MM No. 480.00
196 331 GUN M. STOP TAP & CR. WH. 20 MM No. 220.00
197 332 GUN M. STOP TAP & CR.WH 25 MM No. 260.00
198 334 SHOWER ROSE CHR PLATED BR 10 CM No. 240.00
199 340 BALLCOCK 15 MM. DIA. P.V.C. FLOAT No. 160.00
200 341 BALLCOCK 25 MM. DIA. P.V.C. FLOAT No. 265.00
201 348 W.C. PANS 63 CM. Indian Closet WITH TRAP No. 585.00
202 349 10 LTR. FLU. TANK WITH ACCESSORIES (CI) No. Deleted
203 350 FOOT REST CHEQUERED 25 X 10 CM Pair. 120.00
204 352 W.C. PAN 63 CM. IST CL(ORISA) No. 950.00
205 353 W.C. PAN 63 CM (ORRISA TYPE) CM. IST CLASS WITH
TRAP
No. 1000.00
206 354 HALF STALL TYPE URINAL No. 1750.00
207 356 LIPPED TYPE URINAL No. 550.00
208 357 HALF ROUND E.W. PIPE 100 MM. Rmt. 45.00
209 358 WASH BASIN (45X30 CM COL. GLAZE) No. 700.00
210 359 W/GLAZED E.W.SINK 0.600.2X0.45 with acc. No. 1650.00
211 360 15 MM DIA CRO.PLATED BIB COCK No. 190.00
212 362 WHITE GLAZED W.H. BASIN 0.45X0X0.3X0.2 No. 600.00
213 366 A.C.RAIN WATER PIPE 75 MM. DIA Rmt. 65.00
214 367 BIB TAP 15 MM BRASS MEDIUM No. 135.00
215 368 BIB TAP 15 MM CAST IRON No. Deleted
216 369 C.I. COWL/VENT 75 MM. DIA No. 245.00
217 370 C.I. COWL/VENT 100 MM. DIA No. 275.00
218 371 C.I. COWL/VENT 150 MM. DIA No. 350.00
219 372 C.I.COLLER 75 MM. DIA No. 200.00
220 373 C.I.COLLER 100 MM.DIA No. 220.00
221 374 C.I.COLLER 150 MM. DIA No. 300.00
311
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
222 375 G.I.PIPE 15 MM. DIA MEDIUM TYPE Rmt. 140.00
223 376 G.I.PIPE 20 MM. DIA MEDIUM Rmt. 165.00
224 377 G.I.PIPE 25 MM. DIA MEDIUM Rmt. 205.00
225 378 G.I.PIPE 32 MM. DIA MEDIUM Rmt. 255.00
226 379 G.I.PIPE 40 MM. DIA MEDIUM Rmt. 300.00
227 380 G.I.PIPE 50 MM. DIA MEDIUM Rmt. 410.00
228 381 G.I.PIPE 65 MM. DIA MEDIUM Rmt. 500.00
229 382 G.I.PIPE 80 MM. DIA MEDIUM Rmt. 640.00
230 383 G.I.PIPE 100 MM. DIA MEDIUM Rmt. 900.00
231 384 EUROPEAN TYPE W.C. PAN 68 C.M. (WHITE) No. 1250.00
232 393 C.I.GRATING 75 MM. DIA No. 45.00
233 394 C.I.GRATING 100 MM. DIA No. 50.00
234 395 A.C. PIPE 100 MM. DIA Rmt. 60.00
235 396 A.C. PIPE 75 MM.DIA. SHOE No. 50.00
236 397 SALT GLAZED S.W. GULLY TRAP No. 120.00
237 398 STONE WARE PIPE 100 MM. DIA Rmt. 90.00
238 407 U.P.V.C.PIPE 15 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 50.00
239 408 U.P.V.C.PIPE 20 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 60.00
240 409 U.P.V.C.PIPE 25 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 70.00
241 410 U.P.V.C.PIPE 32 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 90.00
242 411 U.P.V.C.PIPE 40 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 110.00
243 412 U.P.V.C.PIPE 50 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 125.00
244 413 U.P.V.C.PIPE 60 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 155.00
245 413B U.P.V.C.PIPE 75 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 225.00
246 413C U.P.V.C.PIPE 90 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 280.00
247 414 COLOUR EUROPEAN TYPE W.C. PAN No. 1300.00
248 415 COLOUR WASH H.BASIN 45 CM X 30 CM No. 850.00
249 420 GUN. M. STOP COCKS 15 MM CL. WHEEL No. 175.00
250 422 BRASS WHEEL STOP TAP 32 MM. DIA No. 490.00
251 424 BRASS WHEEL STOP TAP40 MM. DIA No. 520.00
252 426 BRASS WHEEL STOP TAP 50 MM. DIA No. 1020.00
253 428 BRASS WHEEL STOP TAP 65 MM. DIA No. 1375.00
254 430 BRASS WHEEL STOP TAP 80 MM. DIA No. 2400.00
255 432 GUN METAL STOPCOCK C. WHEEL 20 MM No. 385.00
256 433 GUN METAL STOPCOCK C. WHEEL 25 MM No. 510.00
257 434 GUN METAL STOPCOCK C. WHEEL 32 MM No. 630.00
258 442 WH. GL. FULL STALL URINAL No. 3300.00
312
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
259 446 WH. GL. WASH BASIN 63 X 45 CM. No. 925.00
260 447 COL. GL. WASH BASIN 63 X 45 CM. No. 1320.00
261 456 C.I.Y. JUNCTION 75 MM DIA No. 260.00
262 457 C.I.Y. JUNCTION 100 MM DIA No. 330.00
263 458 C.I.Y. JUNCTION 150 MM DIA No. 415.00
264 459 A. C. COLLER No. 26.00
265 460 C.I. PLUG BENT 150 MM DIA No. 950.00
266 461 A.C. DOUBLE 'Y' JUNCTION 100 MM No. 88.00
267 462 A.C. DOUBLE 'Y' JUNCTION 150 MM No. 115.00
268 463 A.C. DOUBLE 'Y' JUNCTION 75 MM No. 75.00
269 464 A.C. PIPE 150 MM DIA. Rmt. 80.00
270 465 A. C. PLUG BEND 150 MM DIA. No. 85.00
271 466 STONE WARE PIPE 150 MM DIA. Rmt. 145.00
272 467 STONE WARE PIPE 225 MM DIA. Rmt. 190.00
273 591 COL. GLAZED TILES 15 X 15 CM. Doz. 165.00
274 597 ALLUMINIUM ROD 25 MM DIA. Rmt. 50.00
275 598 VENEER 4 MM THICK T.W. Sq. M. 410.00
276 602 WIRED GLASS 6 MM THICK Sq. M. 575.00
277 603 C. I. PIPE 75-80 MM. DIA. Rmt. 650.00
278 604 C. I. PIPE 100 MM DIA. Rmt. 790.00
279 605 C. I. PIPE 150 MM DIA. Rmt. 1200.00
280 622 GULLY TRAP COVER WITH FRAME C.I. No. 180.00
281 626 A. C. SHOE 100 MM. DIA No. 60.00
282 628 A. C. COWL. VENT. ( 100 MM DIA.) No. 55.00
283 630 A. C. BEND 75 MM No. 50.00
284 631 A. C. BEND 100 MM No. 53.00
285 632 C. I. BEND 100 MM No. 300.00
286 635 TOWEL ROD WITH CLAMPS ( 16MM DIA) Cromium Plated
60 CM
No. 160.00
287 641 HINGES 125 MM Cromium Plated No. 55.00
288 642 TOWER BOLTS 300 MM CR. PLATED (IRON) No. 70.00
289 643 TOWER BOLTS 200 MM. CR. PLATED (IRON) No. 55.00
290 644 ALDROP 300 X 16 MM CR. PLATED No. 160.00
291 645 HANDLE 125 MM CR. PLATED No. 55.00
292 647 HOOKS AND EYES CR. PLATED No. 30.00
293 648 BR. OXI. BUTT. HINGES 125 MM No. 82.00
294 649 BR. OXI. ALDROP 300 X 16 MM. No. 385.00
295 650 BR. OXI. HANDLES 125 MM No. 90.00
313
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
296 651 BR. OXIDE TOWER BOLTS 300 MM No. 220.00
297 652 BR. OXI. TOWER BOLTS 200 MM No. 165.00
298 653 BR. OXI. HOOKS AND EYES 200 MM No. 60.00
299 655 BR. OXI. HINGES 100 MM. No. 75.00
300 656 HINGES IRON 100 MM No. 30.00
301 659 WELDED MESH 50 X 50 X 2.54 MM (10 GAUGE) Sq. M. 300.00
302 663 BARBED WIRE Kg. 70.00
303 664 BAMBOO 50 MM DIA. Rmt. 30.00
304 665 COIR STRING Kg. 50.00
305 666 BAMBOO 25 MM DIA. Rmt. 20.00
306 708 RED POWDER / GERU Kg. 12.00
307 719 NON TEAK / JUNGLE WOOD Cu. M. 29000.00
308 721 CHICKEN PROOF JALI Sq. M. 40.00
309 755 CEMENT BASE PUTTY Kg. 50.00
310 801 T. W. PARTICLE BOARD, BOTH FACE LAMINATED 12MM Sq. M. 700.00
311 837 A. C. COWL. DOME 3" (75 MM) DIA. No. 35.00
312 838 A. C. COWL. DOME 4" (100 MM) DIA. No. 45.00
SYMET BATH FITTINGS.
313 839 WASTE COUPLING 31/32 MM (H/T/F/T) No. 65.00
314 840 GRATING DOOM 100 MM No. 40.00
315 841 GRATING DOOM 125 MM No. 42.00
316 842 GRATING DOOM WASTE HOLE 125 MM No. 40.00
317 843 GRATING ROUND 140 MM No. 60.00
318 844 GRATING SQUARE 150 MM No. 115.00
319 845 GRATING SQUARE WASTE HOLE 150 MM No. 115.00
320 846 GRATING SQUARE FITTINGS 100 MM No. 95.00
321 847 GRATING SQUARE 150 MM No. Deleted
322 848 BIBCOCK STANDARD 15 MM. No. 125.00
323 849 BIBCOCK FANCY WITH FLANGE 15 MM No. 185.00
324 850 BIBCOCK LONG BODY WITH FLANGE 15 MM No. 220.00
325 851 FLANGE 15 MM No. 20.00
326 852 EXTNSION NIPPLE 15 MM No. 30.00
327 853 PILLAR COCK 15 MM No. 265.00
328 854 PUSHCOCK ( 20 MM FEMALE THREADS) 15 MM. No. 160.00
329 855 PUSHCOCK (-DO-) WITH NIPPLE 15 MM No. 140.00
330 856 PUSHCOCK ( 15 MM FEMALE THREADS) 10 MM No. 100.00
331 857 STOPCOCK (15 MM MALE / FEMALE) 15 MM. No. 140.00
314
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
332 858 STOPCOCK (FEMALE THREAD) 20 MM. No. 145.00
333 859 PRESSURE FLUSH COCK ( HEAVY) No. 440.00
334 860 ANGLE STOP COCK WITH FLANGE 15 MM No. 175.00
335 861 CONCEALED STOPCOCK 15 MM No. 260.00
336 862 CONCEALED STOPCOCK 20 MM No. 285.00
337 863 BALLCOCK COMPLETE WITH EPOXY 15 MM No. 175.00
338 864 BALLCOCK COMPLETE – DO- 20 MM No. 200.00
339 865 BALLCOCK COMPLETE – DO- 25 MM No. 385.00
340 866 SWIVELLING SHOWER 15 MM No. 155.00
341 867 SHOWER ARM WITH FLANGE 225 MM No. 100.00
342 868 URINAL SPREADER 15 MM No. 130.00
343 869 MORTICE LOCK HANDLE No. 170.00
344 870 BUTT HINGE (3") 75X60 MM No. 40.00
345 871 BUTT HINGE (4")100X75 MM No. 52.00
346 872 REFLEX HINGE L & R (3')75X69 MM No. 44.00
347 873 TOWER BOLT (4 ") 100 MM No. 40.00
348 874 TOWER BOLT (6 ") 150 MM No. 50.00
349 875 TOWER BOLT (8 ") 200 MM No. 60.00
350 876 UPVC SANITORY GRADE PIPE 75 MM Rmt. 155.00
351 877 UPVC SANITORY GRADE PIPE 110 MM Rmt. 235.00
352 878 UPVC SANITORY GRADE PIPE 160 MM Rmt. 360.00
Cast Iron Spigot Socket Pipe I.S. 1536 / 1989 Class LA
353 879 80 mm Dia Rmt. 715.00
354 880 100 mm Dia Rmt. 900.00
355 881 125 mm Dia Rmt. 1150.00
356 882 150 mm Dia Rmt. 1350.00
357 883 200 mm Dia Rmt. 2200.00
358 884 250 mm Dia Rmt. 2400.00
359 885 300 mm Dia Rmt. 3300.00
360 886 CERAMIC TILES 300mm x 300mm Sqm 475.00
361 887STAINLESS STEEL SINK 600MM X 450MM X 250MM (1 mm
Thick ) WITH ACCE. No. 2000.00
362 888 PVC FLUSHING TANK 10 LIT. CAPACITY WITH ACCE. No. 660.00
363 889 L.D.O Litre 75.00
364 890 Vetrified Tiles 600 mm x 600 mm, 8 mm thick Sqm 890.00
365 891 Vetrified Tiles 1000 mm x 1000 mm, 10 mm thick Sqm 1100.00
366 892 Gypsum Board 9 mm Thick Sqm 300.00
892a Gypsum Board 12.5 mm Thick Sqm 310.00
315
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
367 893 P.O.P. Celling Sheet 12.5 mm Thick Sqm 160.00
368 894 Plasticizer Litre Deleted
369 895 Super Plasticizer Litre 100.00
370 896 Iron Oxidised Parliamentry Hinges size 75 mm x 150 mm No. 40.00
371 897 Iron Oxidised Parliamentry Hinges size 100 mm x 150
mmNo. 45.00
372 898 Iron Oxidised Parliamentry Hinges size 125 mm x 150
mmNo. 55.00
373 899 Brass Oxidised Parliamentry Hinges size 75mm x 150
mmNo. 300.00
374 900 Brass Oxidised Parliamentry Hinges size 100 mm x 150 mm No. 320.00
375 901 Brass Oxidised Parliamentry Hinges size 125 mm x 150 mm No. 350.00
376 902 Glass 3.0 MM. THICK ( plain ) Sqm. Deleted
902a Glass 4.0 MM. THICK ( plain ) Deleted
902b Glass 5.0 MM. THICK ( plain ) 400.00
902c Glass 6.0 MM. THICK ( plain ) 495.00
902d Glass 8.0 MM. THICK ( plain ) 740.00
902e Glass 10.0 MM. THICK ( plain ) 925.00
377 903 Glass 3.0 MM. THICK ( Bajri ) Sqm. 235.00
378 904 Emulsion water based (water proof cement paint) Litre 165.00
379 906 FLY ASH M. T. 40.00
380 907 ANGLO INDIAN TYPE W.C.PAN NO. 1450.00
381 908 WATER JET WITH PIPE FOR W.C. S.S. NO. 500.00
382 909 BIB COCK SWAN NECK LONG HEADED FOAM FLOW NO. 650.00
383 910 SUNMICA 0.8MM Sqm 140.00
384 911 FOURMICA 1MM Sqm 380.00
385 912 ADDESIVE (FEVICAL) KG 135.00
386 913 BAISON BOARD 8 MM Sqm 275.00
913a BAISON BOARD 12 MM Sqm 400.00
387 914 GRADE-I CRUSHED METAL (45 MM TO 90 MM) Cu. M. 540.00
388 915 GRADE-II CRUSHED METAL (45 MM TO 63 MM) Cu. M. 600.00
389 916 GRADE-III CRUSHED METAL (22.5 MM TO 53 MM) Cu. M. 625.00
390 Steel fibre (M.S. Crimped Flat) Kg. 65.00
391 50 Fuse No 150.00
392 47 Blasting Powder Kg 60.00
393 573 Welding electrode No 2.45
394 669 Oxi acetylene gas Cylinder 3000.00
395 162 Zink based oil paint Liter 318.00
396 672 Steel pipe for roof 50 mm dia Rmt 158.00
397 673 Steel pipe for roof 40 mm dia Rmt 127.00
316
Sr.
No.
Code Description Unit Rate for
2014-15
(Rs.)
398 674 Steel pipe for roof 25 mm dia Rmt 106.00
399 54 Gusset plate Kg. 70.00
400 291 Nut & Bolt 16 mm dia. Kg 125.00
401 -- Plywood centering 15 mm thick Sqm 650.00
402 -- Steel Props (12' Height) No 1600.00
403 -- Fan hook box No 200.00
404 -- Melamine based admixture plasticizer Liter 112.50
405 -- R.C.C. Jali 50 mm thick Sqm 350.00
406 -- R.C.C. Jali 80 mm thick Sqm 390.00
407 -- Hallow block No 70.00
408 -- Polymeric membrane & primer Kg 365.60
409 4 Polymer Kg 355.00
410 -- Glass / Fiber mesh Sqm 31.50
411 -- Polypropylene fiber Kg 450.00
412 -- Integral water proofing compound Liter 225.00
413 -- Non shrink grout Kg 300.00
414 -- Nozzles for grouting each 30.00
415 -- Textured paint (Mix putty) Liter 1500.00
416 -- Water repellant (Perma make or equivalent) Liter 393.75
417 721 Fiber mesh alkali resistance Sqm 31.50
418 -- Nail wires etc. Kg 100.00
419 -- Synthetic tile Sqm 400.00
420 -- Adhesive (Royal make) 20 Kg Bag 650.00
421 -- Pigment for tile Kg 75.00
422 114 White makarana marble 20 mm thick / 15 mm thick Sqm 3000.00
423 131 Colour chequred cement tile Sqm 150.00
424 -- Cow dung Bag 35.00
425 -- Polishing stone No 100.00
426 -- Bituminous pad 25 mm thick / AC Flexi board Sqm 325.00
427 202 G.I. Screw 50 mm Gross 50.00
428 133 Alluminium strip Kg 260.00
429 575 Bitumen joint filler / A.C. polyseal Kg 180.00
430 -- Lead pipe / plate Kg 260.00
431 Hollow clay bricks 4" No 66.00
432 Hollow clay bricks 6" No 89.00
433 Hollow clay bricks 8" No 98.00
317
Sr.
No.
Code Description Unit Rate For CSR
2014-2015
(Rs.)
1 1 BLACK SMITH WITH TOOLSM II CLASS DAY 283.00
2 2 STONE CUTTER WITH TOOLS, SEMI-SKL DAY 283.00
3 3 MASON I ST CLASS SKILLED DAY 286.00
4 4 MASON II ST CLASS SKILLED DAY 283.00
5 5 CARPENTER I ST. CLASS SKILLED DAY 283.00
6 6 CARPENTER II ST. CLASS SKILLED DAY 283.00
7 7 PLUMBER WITH TOOLS, SKILLED. DAY 283.00
8 8 GLAZIER WITH TOOLS SKILLED. DAY 283.00
9 9 TIN SMITH WITH TOOLS, SEMI-SKL. DAY 283.00
10 10 PAINTER I ST. CLASS, SKILLED. DAY 286.00
11 11 PAINTER II ST. CLASS, SKILLED. DAY 283.00
12 12 HEAD FITTER WITH TOOLS SKILLED. DAY 286.00
13 13 MECHANIC. DAY 286.00
14 14 LORRY DRIVER / MIXER OPERATOR DAY 286.00
15 16 WELDER/DRILLER, SKILLED. DAY 286.00
16 17 POLISHMAN, SEMISKILLED DAY 283.00
17 18 ASSISTANT PLUMBER, SKILLED DAY 286.00
18 21 VIBRATOR OPERATOR (SKILLED) DAY 286.00
19 24 ASPHALT SPRAYER SKILLED. DAY 286.00
20 26 QUARRY MAN, SEMI SKILLED. DAY 283.00
21 27 PAINTER (WHITE WASHER),SEMI SKILLED. DAY 283.00
22 29 TILE TURNER, SEMI SKILLED DAY 283.00
23 31 BAR BENDER, SKILLED. DAY 286.00
24 32 BHISTI (MIXING/CURING), SEMI-SKILLED. DAY 283.00
25 34 TAR HANDLER, SEMI SEMI-SKILLED. DAY 283.00
26 37 NAVAGHANI DAY 279.00
27 38 MAZDOOR, UNSKILLED HEAVY DAY 279.00
28 39 MAZDOOR, UNSKILLED LIGHT./ FEMALE DAY 279.00
29 41 FITTER I ST. CLASS WITH TOOLS SKILLED. DAY 286.00
30 42 FITTER II ST. CLASS WITH TOOLS SKILLED. DAY 283.00
31 55 WELDER DAY 283.00
32 59 ELECTRICIAN DAY 283.00
33 62 WATCHMAN DAY 283.00
34 64 SUPERVISOR DAY 283.00
8. LABOUR RATES
318
LEAD IN K.M. RATES FOR 2014-2015
(Rs.)
0.5 78.00
1 86.00
1.5 94.00
2 103.00
2.5 111.00
3 119.00
3.5 127.00
4 135.00
4.5 144.00
5 151.00
5.5 159.00
6 166.00
6.5 175.00
7 182.00
7.5 190.00
8 198.00
8.5 205.00
9 213.00
9.5 219.00
10 225.00
10.5 232.00
11 238.00
11.5 245.00
12 251.00
12.5 258.00
13 264.00
13.5 271.00
14 277.00
14.5 283.00
15 290.00
15.5 295.00
16 301.00
16.5 306.00
17 311.00
17.5 317.00
18 322.00
18.5 327.00
19 333.00
19.5 338.00
20 344.00
RATES FOR TRANSPORTATION OF METAL FOR YEAR
2014 - 2015 ( Including Service Tax )
319
LEAD IN K.M. RATES FOR 2014-2015
(Rs.)
20.5 349.00
21 354.00
21.5 360.00
22 365.00
22.5 370.00
23 376.00
23.5 381.00
24 386.00
24.5 392.00
25 397.00
25.5 402.00
26 407.00
26.5 412.00
27 417.00
27.5 421.00
28 426.00
28.5 431.00
29 436.00
29.5 441.00
30 446.00
NOTE :-
1. AFTER KM. 30 ADD FOR EACH
SUBSEQUENT KM FROM KM 30/0 to
km. 60/0
2. ADD FOR EACH SUBSEQUENT KM
FROM KM 60/0 TO KM. 100/0
3. ADD FOR EACH SUBSEQUENT KM
FROM KM 100/0 AND ABOVE
I] Lead upto 15 km.
II] Lead from 15 km to 50 km.
III] Beyond 50 km.
RATE FOR TRANSPORTATION OF R.C.C. PIPES AND COLLERS.
Rs. 8.50 Per km/cum
Rs. 6.70 Per km/cum
Rs. 6.10 Per km/cum
Rs. 20.30 per KM / MT
Rs. 14.30 per KM / MT
Rs. 12.15 per KM / MT
Note :-Above Rate of transportation of pipe and collers do not include loading and
unloading charges.
320
Transportation of Max phalt pack tin.
Same as per rates for transportation of
metal for store delivery only. For delivery
of pack tin from refinery.
Transportation of Bulk Bitumen from
refinery.
Heating and unloading bulk bitumen.
Rs. 3.70 per KM / MT
Rs. 7.10 per KM / MT
Rs. 154.40 per MT
RATE FOR TRANSPORTATION OF BITUMEN
321
Sr.No. Materials Unit Rates for
Loading
carriage of
materials
upto a lead
of 50 Mtrs.
Rates for
Unloading
including
carriage of
materials
up to a
lead of 50
Mtrs.
Rates for
Stacking
Rates for
Transportation
(in Rs.) (in Rs.) (in Rs.)
1 Boulders
Rubbles &
Masonry stones
Cu.M. 21.12 17.60 10.56 10% Extra over the rates
for Transportation of
metal
2 Metal of all
sizes
Cu.M. 21.12 17.60 10.56 As per schedule
attached
3 Moorum Sand
Earth & Loose
material
Cu,.M. 17.60 16.53 7.04 15% Below the rates for
Transportation of metal
4 Lime Cu.M. 24.64 22.29 8.21 30% Below the rates for
Transportation of metal
5 Shahabad/
Sikosa
Sq.M. 1.07 1.07 0.96 1/5 of the the rates for
Transportation of metal
6 Fuel Wood
(Babul)
M.T. 19.95 17.60 4.69 1/2 of the rates for
Transportation of metal
7 Cement M.T. 30.61 22.29 14.08 10% Below the rates for
Transportation of metal
for delivery other than
factory and Railway
station.8 Mild Steel bars
of all sizes.
M.T. 37.65 30.61 18.77 10% Below the rates for
Transportation of metal
9 Timber Cu,M. 22.29 16.43 8.21 30% Below the rates for
Transportation of metal
10 Maxphal Pack
Tin
M.T. 24.64 22.29 10.56
10-A Carting of bulk
Bitumen
A) From refinery
---- ---- ----
10-B Bituminous &
Metal mix (mix
material)
transportation
M.T. ---- ---- ---- 10% Below the rates for
Transportation of metal
10. RATES FOR LOADING , UNLOADING, STACKING AND
TRANSPORTATION OF MATERIALS FOR THE YEAR 2014-2015
322
Sr.No. Materials Unit Rates for
Loading
carriage of
materials
upto a lead
of 50 Mtrs.
Rates for
Unloading
including
carriage of
materials
up to a
lead of 50
Mtrs.
Rates for
Stacking
Rates for
Transportation
(in Rs.) (in Rs.) (in Rs.)
11 Bricks Cu.M. 18.77 18.77 12.91 Same as per rates for
Transportation of metal
12 Manglore tiles
including
Ridgeing and
Hipping
1000
Nos
21.12 18.77 15.89 10% Below the rates for
Transportation of metal
13 Single Allahbad
tiles and country
tiles
1000
Nos
21.12 18.77 15.89 10% Below the rates for
Transportation of metal
14 Flooring Tiles
size 0.30m x
0.30 m
1000
Nos
21.12 18.77 15.89 20% Below the rates for
Transportation of metal
15 A.C.sheets M.T. 23.47 18.77 9.39 3/4 of the rates for
Transportation of metal
16 Bamboos 1000
Nos
42.35 30.61 27.09 1.5 Times the rates for
Transportation of metal
17 Ballies of all
Diameters
Rmt. 0.32 0.32 0.32 1/10th time the rates for
Transportation of metal
18 Gravel Cu.M. 10.56 8.21 5.87 5% Extra over the rates
for Transportation of
metal
19 Steam Coal M.T. 23.47 17.60 8.21 Same as the rates for
Transportation of metal
20 G.I.Sheets M.T. 22.29 17.60 8.21 3/4 of the rates for
Transportation of metal
21 R.C.C.Pipes
and Collers
M.T. 47.04 36.48 8.21
323
Sr.No. DESCRIPTION UNIT Rate for
2014-15
in Rs.
1 Power Roller (8 to 10 mt.) Hour 643.00
2 Water Tanker (7.5 Ton) Cap. Hour 625.00
3 Vibrator (Diesel) Hour 123.00
3 (I) Vibrator (Electrical) Hour 117.00
4 Concrete Mixer (10/7 cft.) Hour 195.00
5 Asphalt Mixer 7/5. Cft. Hour 290.00
6 Boiler (Asphlat) C 1125 Lit Hour 13.00
7 Air Compressor 210 cfm. To 225 c. Hour 687.00
8 Guniting Gun. Hour 212.00
9 Rent for Steel Water Tank.( 3000 Liter capacity
)
Day 290.00
10 Bouser (7.5 M.T.) K.M. 41.00
11 Paver Finisher (H.P. 400 to 43.5) Hour 1004.00
12 Paver Finisher Hydrostatic with sensor control
100 TPH
Hour 2672.00
13 Hotmix plant (30 to 40 t.) (excluding heating) Hour 2789.00
14 Heating charges for H.M. plant. Hour 2455.00
15 Crusher (Major stone crusher 16"x10") Hour 569.00
16 Tile Polishing Machine with Polishman. Day 614.00
17 Welding Machine (Diesel Welding Plant)-30 HP Hour 372.00
18 Chain and Pully Day 184.00
19 Rotary core Driller Machinary Day 837.00
20 Pile boring machinary 325 – 400 mm. Dia. Running
meter
129.00
21 Builder hoist (1 ton. Cap) Hour 223.00
22 Water Pump 10 to 19 H.P. Hour 210.00
23 Generator 100 KVA Hour 978.00
24 Generator 200 KVA Hour 2035.00
25 Generator set 21 to 30 KVA Hour 393.00
26 Crane (12.5 M.T. capacity) Hour 1027.00
27 Maxi. Mix Vibratory Earth Rammer (4 H.P.) Hour 128.00
28 Tipper (10 Cum.cap.) Hour 718.00
Machinery Hire Charges For CSR 2014-2015
324
Sr.No. DESCRIPTION UNIT Rate for
2014-15
in Rs.
29 Mechanical Sprayer. M.T. 1088.00
30 Excavator Hind Marin, 101 M capacity 2.3 cum. Hour 2805.00
31 Motorgrader HP-145 for Light land levelling Hour 1674.00
32 Motorgrader 3.35 blade GSB/WBM Hour 2342.00
33 Bouzer heating( asphalt) M.T. 165.00
34 Self propelled paver finisher H.P. 40 & 43.5 Hour 1004.00
35 Truck for roller transport (10-12 M.T.) K.M. 68.00
36 Truck (7.5 M.T.) K.M. 53.00
37 Hot Mix mini plant (H.P. 14) Hour 960.00
38 Tractor-IH Super BMD Hour 406.00
39 Tractor with Rotavator Hour 390.00
40 Loaders (H.P. 62) Hour 1255.00
41 Front end Loader 1 Cum. bucket Capacity Hour 806.00
42 Poclain LC-80 (Cap. 0.9/0.95 cum. H.P. 90) Hour 1665.00
43 Wheel Loader JCB - 3 C. (Cap 1.2 cum.) Hour 1417.00
44 Drawn Scraper Hour 234.00
45 Sismopactor 850-S Hour 1709.00
46 Maxi mix Vibratory Road Roller Hour 460.00
47 Pavement Braker Hour 285.00
48 Wet Mix Plant 60 TPH Hour 1283.00
49 Wet Mix Plant 75 TPH Hour 1824.00
50 Bitumen Boiler oil Fired Hour 192.00
51 Mastic Cooker Hour 67.00
52 Mechanical broom Hydrolic Hour 390.00
53 Wagon Drill Day 4177.00
54 Dozer CAT.D.8.K Hour 4316.00
55 Dozer CAT.D.4.E Hour 1542.00
56 Vibratory Roller Hour 2102.00
325
1
2
3
4
5
6
7
8
C.C. M-30 8.00 bag/cum
C.C. M-35 8.30 bag/cum
C.C. M-40 8.50 bag/cum
C.C.M-15/ 1:2:4 6.27 bag/cum
C.C. M-20 7.10 bag/cum
C.C. M-25 7.50 bag/cum
C.C. M-10 /1:3:6 4.40 bag/cum
CEMENT CONSUMPTION
The standard rate of consumption of Cement for different grades
of concrete considered in schedule of rates
C.C. 1:4:8 3.40 bag/cum
326
Recommended