Nagpur Csr

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.


9 Bitumen

Bulk VG-40

Rs. 57580/-Per M.T.


6 Bitumen

Packed VG-10

Rs. 56885/-Per M.T.


7 Bitumen

Bulk VG-30

Rs. 53925/-Per M.T.


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.


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



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.


i. Lift upto 1.5 m. Cu.m 148.00 148.00




i. Lift upto 1.5 m. Cu.m 155.00 155.00



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


&

CODE

NO.


(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.


i. Lift upto 1.5 m. Cu.m 160.00 160.00




i. Lift upto 1.5 m. Cu.m 168.00 168.00




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.


i. Lift upto 1.5 m. Cu.m 360.00 360.00



i. Lift upto 1.5 m. Cu.m 364.00 364.00



2

Completed Labour


&

CODE

NO.


(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.


i. Lift upto 1.5 m. Cu.m 456.00 376.00



i. Lift upto 1.5 m. Cu.m 461.00 377.00



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.


i. Lift upto 1.5 m. Cu.m 565.00 528.00



i. Lift upto 1.5 m. Cu.m 568.00 530.00



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


3

Completed Labour


&

CODE

NO.


(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


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


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


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


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.


(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


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


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


shade complete

M.T. 74422.00 6212.00


7

Completed Labour

SR.NO.

& CODE

NO.


(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


shade complete.

M.T. 76594.00 9681.00


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


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


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


(2000)

BD - E : PLAIN CEMENT CONCRETE

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


9

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


3

BDE

1A


M-10/(1:3:6) of trap/granite/quartzite/gneiss

metal for foundation and bedding including

plywood/steel formwork bailing out water,


honeycombed surface, curing etc. complete.






allowed.)

Cu.m. 3457.00 526.00


(2000)

4

BDE

1


M-15 of trap/ granite/quartzite/gneiss metal

for foundation and bedding including bailing

out water, plywood/steel formwork,


honeycombed surface, curing etc. complete.






allowed.)

Cu.m. 4149.00 542.00


(2000)

10

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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




a) For C.C. M-15 Cu.m. 4314.00 573.00

b) For C.C. M-20 Cu.m. 4580.00 596.00


(2000)

6

BDE

3


M-15 of trap/ granite/quartzite/gneiss metal

for coping to plinth or parapet, moulded or

chamfered as per drawing or as directed


formwork compacting, roughening them if









Cu.m. 4232.00 630.00


(2000)

11

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


7

BDE

4



granite/quartzite/gneiss metal for bed blocks,

foundation blocks and such other items

including bailing out water, plywood/steel

formwork, compacting, roughening them if









a) For C.C. M-15 Cu.m. 4314.00 573.00

b) For C.C. M-20 Cu.m. 4580.00 595.00


(2000)

8

BDE

5



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


(2000)

12

Completed Labour

1

BDF

1A


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



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.


13

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


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






a) For C.C.M-20 Cu.m. 4916.00 696.00

b) For C.C.M-25 Cu.m. 5060.00 726.00


14

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


3

BDF

5


of required grade of trap / granite /quartzite/

gneiss metal for R.C.C. columns as per

detailed design and drawings or as directed,


formwork, compaction, finishing uneven and


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






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.


5

BDF

6A



/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


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






a) For C.C.M-20 Cu.m. 6299.00 1316.00

b) For C.C.M-25 Cu.m. 6448.00 1341.00


16

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


6

BDF

9A


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




special finish is to be provided and curing

etc.complete.(Excluding reinforcement,



and honeycombed surface only.Newly laid




a) For C.C.M-20 Cu.m. 6600.00 1392.00

b) For C.C.M-25 Cu.m. 6737.00 1424.00


17

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


7

BDF

10A


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



and even surface or roughening surface if


complete. (Excluding reinforcement,







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.


8

BDF

16


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.


9

BDF

7A



/gneiss metal for R.C.C.Portals as per

detailed design and drawings or as directed



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



only. Newly laid concrete shall be covered

by gunny bag, plastic, tarpaulin etc.


a) For C.C.M-20 Cu.m. 7501.00 1348.00

b) For C.C.M-25 Cu.m. 7645.00 1379.00


20

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


10

BDF

15A


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





complete. (Excluding reinforcement,



and honey combed surface only. Newly laid




a) For C.C.M-20 Cu.m. 7334.00 1429.00

b) For C.C.M-25 Cu.m. 7478.00 1462.00


(2000)

21

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


11

BDF

8A



/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





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


22

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


12

BDF


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






complete. (Excluding reinforcement &



and honey combed surface only. Newly laid


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


23

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


13

BDF

13A



/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






complete. (Excluding einforcement,



and honeycombed surface only. (Newly laid


plastic, tarpaulin etc.) (Wooden centering


a) For C.C.M-20 Cu.m. 6954.00 1442.00

b) For C.C.M-25 Cu.m. 7098.00 1474.00


(2000)

14

BDF

23, 24


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.


15

BDF

14A



/gneiss metal for R.C.C.newel posts of

staircase as per detailed design and drawings



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



only. (Newly laid concrete shall be covered

by gunny bag, plastic, tarpaulin etc.)


a) For C.C.M-20 Cu.m. 6559.00 1164.00

b) For C.C.M-25 Cu.m. 6704.00 1196.00


(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


25

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


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


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



and even surface or roughening them if

special finish is to be provided and curing

etc.complete.(Excluding reinforcement,



and honeycombed surface only.( Newly laid


plastic, tarpaulin etc.) (Wooden centering


a) For C.C.M-20 Cu.m. 8916.00 1708.00

b) For C.C.M-25 Cu.m. 9061.00 1740.00


(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


tarpaulin etc. (Wooden centering / formwork

will not be allowed).

Cu.m. 8024.00 2128.00


(2000)

26

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


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


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


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


BD - G : BRICK MASONARY

SR.NO.

&

CODE

NO.


(In Rs.)

28

Completed Labour

SR.NO.

&

CODE

NO.


(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


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


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


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


29

Completed Labour

SR.NO.

&

CODE

NO.


(In Rs.)

9

BDG

10B


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


10

BDG

13


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


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








Cu.m. 1642.00 84.00

30

Completed Labour

SR.NO.

&

CODE

NO.


(In Rs.)

14








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


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


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


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.


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.


(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


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.: 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.


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).


35

Completed Labour

RATES FOR

2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


6 Sq.m. 625.00 167.00

7 Sq.m. 243.00 107.00


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.


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 )


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.


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.


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



polymer jelly for second coat) to a neatly cleaned and

dust free concrete surface and upto 300 mm over





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


( Note :- For Slanting length more than 5.0 m)

39

Completed Labour

RATES FOR

2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


11 Sq.m. 1002.00 202.00


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



polymer jelly for second coat) to a neatly cleaned and

dust free concrete surface and upto 300 mm over





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.


12 Sq.m. 1103.00 328.00


(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




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


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


BD - J-1 : REPAIRS & REHABILITATION

SR.NO.

&

CODE

NO.


(In Rs.)

42

Completed Labour

SR.NO.

&

CODE

NO.


(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


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


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


3

BDK

1C


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


4

BDK

1D


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


BD - K : EXPANSION JOINTS

RATES FOR 2014-15

(In Rs.)

SR.NO.

&

CODE

NO.


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



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


3

BDL

2 A




including scaffolding and curing complete.

Providing groove at joint of B.B.Masonry and

concrete members complete.

Sq.m 129.00 62.00


4

BDL

2B




including scaffolding and curing. Providing

groove at joint of B.B.Masonry and concrete

members complete.

Sq.m 140.00 59.00


5

BDL

3

Providing internal cement plaster 20mm


to stone masonry surfaces in all positions


groove at joint of stone masonry and concrete

members complete.

Sq.m 203.00 76.00


BD - L : PLASTERING AND POINTING

SR.NO.

&

CODE

NO.


(In Rs.)

45

Completed Labour

SR.NO.

&

CODE

NO.


(In Rs.)

6

BDL

4



to concrete, brick surfaces in all positions



members complete.

Sq.m 204.00 77.00


7

BDL

4A






members complete.

Sq.m 214.00 76.00


8

BDL

4B






members complete.

Sq.m 221.00 78.00


9

BDL

5


thick in single coat in cement mortar 1:4 to

concrete, brick, stone surfaces in all positions


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.


(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


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


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


47

Completed Labour

SR.NO.

&

CODE

NO.


(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


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


48

Completed Labour

SR.NO.

&

CODE

NO.


(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


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


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.


(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


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


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


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


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


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.


53

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


54

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


55

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


56

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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.


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.


a) White makrana marble Sq.m. 2558.00 345.00


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.


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


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


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


58

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


59

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


cleaning complete.

Sq.m. 598.00 126.00



marble

Sq.m. 1989.00 356.00

c) Granite Sq.m. 3273.00 368.00


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.


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.


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


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.


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.


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.


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


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


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


63

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


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.


65

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


and shade to new wood work and fibre

boards including preparing the surface,

knotting, scaffolding if necessary including



before use)

Sq.m. 58.00 22.00


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


BD - O : OIL PAINTING

SR.NO.

& CODE

NO.


(In Rs.)

67

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

4

BDO

2A



and shade to old wood work and fibre

boards previously painted including preparing

the surface, if necessary scaffolding, including



before use)

Sq.m. 38.00 18.00


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


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


7

BDO

3A



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



Sq.m. 55.00 26.00


68

Completed Labour

SR.NO.

& CODE

NO.


(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


to be got approved from Ex. Engineer

before use)

Sq.m. 52.00 11.00


9

BDO

4A



structural steel work in building and

workshops including scaffolding if necessary,




before use)

Sq.m. 66.00 18.00


10

BDO

4B



structural steel work in buildings and

workshops including scaffolding if necessary,




before use)

Sq.m. 77.00 24.00


69

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

11

BDO

5


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



Sq.m. 59.00 18.00


12 Providing and applying two coats of


old structural steel work and wood work in

buildings including scaffolding if necessary,




before use)

Sq.m. 50.00 21.00


13

BDO

5A



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


Sq.m. 74.00 24.00


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




Sq.m. 40.00 12.00


70

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

15

BDO

6A

Providing and applying two coats of flat oil



painted in building including scaffolding, if

necessary, cleaning and preparing the surface




Sq.m. 56.00 18.00


16

BDO

6B

Providing and applying three coats of flat oil



painted in building scaffolding, if necessary,




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


71

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

18

BDO

7A



internal / External plastered new surfaces



coat complete.(Sample and brand is to be

got approved from Ex.Engineer before use)

Sq.m. 58.00 15.00


19

BDO

7A



internal/External plastered old surfaces



coat complete. (Sample and brand is to be

got approved from Ex. Engineer before

use)

Sq.m. 53.00 18.00


20

BDO

7B

Providing and applying three coats of flat oil


internal/ External plastered old/new

surfaces including scaffolding if necessary,




before use)

Sq.m. 74.00 22.00


72

Completed Labour

SR.NO.

& CODE

NO.


(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


cleaning and preparing the surface, watering

for two days complete. (Sample and brand is


before use)

Sq.m. 39.00 17.00


22 Providing and applying two coats of water


and of approved colour to old plastered





before use)

Sq.m. 38.00 16.00


23

BDO

8A

Providing and applying three coats of water


and of approved colour to new plastered





before use)

Sq.m. 50.00 21.00


73

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

24

BDO

8A

Providing and applying three coats of water


and of approved colour to old plastered





before use)

Sq.m. 49.00 21.00


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


before use)

Sq.m. 23.00 9.00


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,


is to be got approved from Ex.Engineer

before use)

Sq.m. 17.00 9.00


74

Completed Labour

SR.NO.

& CODE

NO.


(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


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



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


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


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


complete.

Sq.m. 10.00 6.00


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


5

BDP

2A


approved colour and shade in two coats to





Sq.m. 12.00 6.00


BD - P : COLOUR/WHITE WASHING , DISTEMPERING

SR.NO.

& CODE

NO.


(In Rs.)

76

Completed Labour

SR.NO.

& CODE

NO.


(In Rs.)

6

BDP

2B


approved colour and shade in three coats to





Sq.m. 14.00 7.00


7

BDP

3


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


8

BDP

3A


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


9

BDP

3A


approved colour and shade in three coats to

old surfaces which are to be recoloured

including scaffolding, and preparing the


(including base coat of white wash) etc.

complete.

Sq.m. 12.00 7.00


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


77

Completed Labour

SR.NO.

& CODE

NO.


(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.




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.




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.




14

BDP

7B

Extra for washing and cleaning of decorated

wall surfaces with soap, soda and water.

Sq.m. 2.00 2.00


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


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


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


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


BD - Q : WOOD WORK


(In Rs.)

SR.NO.

& CODE

NO.


79

Completed Labour


(In Rs.)

SR.NO.

& CODE

NO.


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



80

Completed Labour


(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


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


81

Completed Labour


(In Rs.)

SR.NO.

& CODE

NO.


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


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


82

Completed Labour


(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


RATES FOR 2014-15

(In Rs.)

BD - R : ROOFING AND CEILING

SR.NO.

& CODE

NO.


84

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


85

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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.


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


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





87

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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



88

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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.


89

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


90

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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


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


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


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



91

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


30

BDR

29


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


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



Rmt. 1155.00 85.00





92

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


93

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


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



Rmt. 567.00 92.00


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.


No. 7500.00 549.00


94

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


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


95

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


39a Sqm. 2130.00 2.00


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.


39b Sqm. 2175.00 2.00


























etc.complete.

97

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


39c Sqm. 2390.00 2.00


























etc.complete.

98

Completed Labour

RATES FOR 2014-15

(In Rs.)

SR.NO.

& CODE

NO.


39d Providing and erecting self supporting Proflex
























etc.complete.

Sqm. 2745.00 2.00


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


a) panels of exterior grade veneered particle board 12

mm thick 3 layered flat pressed teak wood particle


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.


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


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.


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.


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


102

Completed Labour

SR.NO.

& CODE

NO.


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


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


Sq.m. 1475.00 268.00


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


103

Completed Labour

SR.NO.

& CODE

NO.


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


complete.

Sq.m. 741.00 161.00


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


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


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


complete. (Sample to be got approved from Ex.


Sq.m. 785.00 170.00


104

Completed Labour

SR.NO.

& CODE

NO.


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


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


Sq.m. 2680.00 786.00


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


105

Completed Labour

SR.NO.

& CODE

NO.


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


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


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.


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.


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


108

Completed Labour

SR.NO.

& CODE

NO.


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


a) Aluminium louvered window / ventilator Sq.m. 4049.00 178.00

b) For powder coated aluminium window /

ventilator

Sq.m. 3902.00 178.00


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


109

Completed Labour

SR.NO.

& CODE

NO.


2014-15

(In Rs.)

30

BDT

53A


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


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


31

BDT

53A


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)




Sq.m 3134.00 360.00


110

Completed Labour

SR.NO.

& CODE

NO.


2014-15

(In Rs.)

32

BDT

53B


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





Sq.m 3297.00 373.00


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


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


111

Completed Labour

SR.NO.

& CODE

NO.


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


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


112

Completed Labour

SR.NO.

& CODE

NO.


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


37

BDT

98D

A) Supplying and fixing in position colour anodised

extruded aluminium section Three track sliding



section with or without drain section track weighing





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


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.


2014-15

(In Rs.)

38

BDT

98D

A) Supplying and fixing in position colour anodised

extruded aluminium section Four track sliding



section with or without drain section track weighing





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


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


114

Completed Labour

SR.NO.

& CODE

NO.


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


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


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


Sq.m 1461.00 143.00


115

Completed Labour

SR.NO.

& CODE

NO.


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


Sq.m 2496.00 357.00


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


116

Completed Labour

SR.NO.

& CODE

NO.


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.


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


118

Completed Labour

SR.NO.

& CODE

NO.


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


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


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


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


119

Completed Labour

SR.NO.

& CODE

NO.


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


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


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.




partitions

Sq.m 2681.00 356.00


120

Completed Labour

SR.NO.

& CODE

NO.


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)



partitions

Sq.m 2583.00 429.00


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


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


121

Completed Labour

SR.NO.

& CODE

NO.


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


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


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


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


122

Completed Labour

SR.NO.

& CODE

NO.


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


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


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


123

Completed Labour

SR.NO.

& CODE

NO.


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


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


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


124

Completed Labour

SR.NO.

& CODE

NO.


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


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.


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


paticle board laminated on both side.

Sq.m 4563.00 887.00


125

Completed Labour

SR.NO.

& CODE

NO.


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.


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


paticle board laminated on both side.

Sq.m 4239.00 788.00


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


126

Completed Labour

SR.NO.

& CODE

NO.


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



127

Completed Labour

SR.NO.

& CODE

NO.


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.


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.


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.


( 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


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


132

Completed Labour

SR.NO.

& CODE

NO.


( 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


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


133

Completed Labour

SR.NO.

& CODE

NO.


( 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


2 Providing, hoisting and fixing in position

ferrocement water storage tank with 25 mm.

Thick walling with necessary connections,


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


(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.


( In Rs.)

135

Completed Labour

SR.NO.

& CODE

NO.


( 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


(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


136

Completed Labour

SR.NO.

& CODE

NO.


( 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


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


137

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

7

BDV

8


bib cock of symet type including necessary

sockets, union nut, testing etc. complete.

(Prior approval of sample by Ex.Engineer is


(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


8

BDV

8A

Providing and fixing 20 mm dia screw down


sockets, union nut, testing etc. complete.

(Prior approval of sample and brand by

Ex.Engineer is necessary before use.)

No. 374.00 39.00


9

BDV

8B



sockets, union nut, testing etc.



use.)

No. 399.00 39.00


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


138

Completed Labour

SR.NO.

& CODE

NO.


( 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


12

BDV

9A

Providing and fixing screw down required

dia. wheeled stop tap of brass including

necessary sockets, union nut, testing etc.



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


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



No. 307.00 31.00

(a) ------ do ------ Swivelling in symet

shower

No. 177.00 28.00


139

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

14

BDV

14

Providing and fixing 15 mm diameter

concussion push button type brass/ gun

metal self closing tap including necessary




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.



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


16

BDV

14A

Providing and fixing 25 mm diameter

concussion push button type brass/ gun

metal self-closing tap including necessary




No. 273.00 31.00


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


140

Completed Labour

SR.NO.

& CODE

NO.


( 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



Each 2422.00 460.00


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.



use.)

No. 187.00 48.00


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.



use.)

No. 525.00 50.00


141

Completed Labour

SR.NO.

& CODE

NO.


( 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.



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


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,




(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


142

Completed Labour

SR.NO.

& CODE

NO.


( 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,




(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


143

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

24

BDV

56


glazed earthenware W.C. Pan with UPVC


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


use.)

(a) With 10 litres UPVC low level flushing

cistern.

No 3500.00 590.00


(c) -------- do ------ Without Flushing tank


No. 3572.00 498.00



No. 3564.00 542.00


144

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

25

BDV

21

Providing and fixing European type coloured

glazed earthenware W.C PAN with Bekelite


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


(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


145

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

26

BDV

75


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.



use.)

(a) With syphonic low level 10 litres UPVC

cistern.

No. 3564.00 542.00


(c) -------- do ------ Without Flushing cistern


No. 3182.00 456.00



No. 3517.00 493.00


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.



(a) With 10 litre UPVC high level flushing

cistern.

No. 4036.00 580.00

(b) -------- do ------ Without Flushing cistern


No. 3650.00 528.00


146

Completed Labour

SR.NO.

& CODE

NO.


( 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



No. 4893.00 528.00


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.



No. 4948.00 528.00


30

BDV

110


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



use.)

No. 2246.00 393.00


147

Completed Labour

SR.NO.

& CODE

NO.


( 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,




No. 1626.00 433.00


32

BDV

24


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



No. 2280.00 433.00


33

BDV

26


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,




use.)

No. 2030.00 295.00


148

Completed Labour

SR.NO.

& CODE

NO.


( 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,




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,




use.)

Rmt. 129.00 37.00


36

BDV

30B


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




a) With cold water piller tap No. 2081.00 256.00

b) With cold and hot water piller tap No. 2405.00 276.00


149

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

37

BDV

30C


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,





b)With cold and hot water piller tap No. 2757.00 276.00


38

BDV

30


earthenware Wash Hand Basin of 55 cm x

40 cm size, brackets, rubber plugs and brass


and necessary pipe connections including

UPVC waste pipe and trap upto the out side



approval of sample and brand by Ex.

Engineer is necessary before use.)



Spec.No.: Bd.V.30/Page No. 565

39

BDV

30A


earthenware Wash Hand Basin of 55 cm x

40 cm size, brackets, rubber plugs and brass


and necessary pipe connection including

UPVC waste pipe and trap upto the outside








150

Completed Labour

SR.NO.

& CODE

NO.


( 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



Each 10602.00 1182.00


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.



Per

No.

1018.00 188.00

Spec. No.: As directed by Engineer- in-charge.

42

BDV

31A


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



use.)

No. 1890.00 216.00


151

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

43

BDV

31


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.



No. 2843.00 235.00


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



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





No. 711.00 110.00


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





No. 797.00 148.00


152

Completed Labour

SR.NO.

& CODE

NO.


( 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.



No. 246.00 84.00


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.



No. 336.00 88.00


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,




No. 788.00 112.00


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


153

Completed Labour

SR.NO.

& CODE

NO.


( 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.



(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


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




(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


154

Completed Labour

SR.NO.

& CODE

NO.


( 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,




Rmt. 243.00 40.00


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


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 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. 3330.00 532.00

b) With Reinforced cement concrete raft in

B.C. soil area including cost of

reinforcement

No. 3789.00 611.00


155

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

56

BDV

43A


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


reinforcement

No. 5924.00 750.00

Spec.No.: Bd.V.43./Page No.574

57

BDV

44


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


reinforcement

No. 5591.00 788.00


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


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



No. 542.00 89.00


156

Completed Labour

SR.NO.

& CODE

NO.


( 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


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


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


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



No. 465.00 38.00


64

BDV

67

Providing and fixing chromium plated towel

rod 16 mm dia. And 75cm. in length including

all accessories complete. (Prior approval of



No. 172.00 40.00


157

Completed Labour

SR.NO.

& CODE

NO.


( 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


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


67

BDV-39

P-573





refilling the trenches) etc.complete

(Cement: 2.24 kg per m)

Rmt. 276.00 67.00


68

BD/V-39

P-573





refilling the trenches) etc. (Cement: 4.04 kg

per m)

Rmt. 316.00 68.00


158

Completed Labour

SR.NO.

& CODE

NO.


( 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



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



use.)

No. 1472.00 404.00

Spec. No.: As directed by Engineer in-charge.

159

Completed Labour

SR.NO.

& CODE

NO.


( In Rs.)

73

BDV

91

Providing and fixing white glazed pedestal

for W.H.B. of approved size and quality




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


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


charge.

77 Replacement of internal fittings of PVC

cisterns including removing old fittings etc.

complete.

No. 277.00 117.00


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


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


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


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


BD-W MISCELLANEOUS

(a) ANTITERMITE AND PEST CONTROL

SR.NO.

&

CODE

NO.


( In Rs.)

161

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


162

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


163

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


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


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


(b) GUNITING

SR.NO.

&

CODE

NO.


(In Rs)

165

Completed Labour

SR.NO.

&

CODE

NO.


(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


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


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


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.


( In Rs.)

167

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


168

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


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


4 Removing and resetting Manglore tiles from

roof including refixing loose battens.

Sq.m. 22.00 22.00


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


(d) DISMANTALING

SR.NO.

&

CODE

NO.


( In Rs.)

170

Completed Labour

SR.NO.

&

CODE

NO.


( 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


Sq.m. 29.00 29.00


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


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


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


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


171

Completed Labour

SR.NO.

&

CODE

NO.


( In Rs.)

11

BDW

8F

Removing king post truss from roof and


leads and lifts etc. complete.

No. 155.00 155.00


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


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


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


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


172

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


18

BDW

8-3H

Removing purlins from roof including

stacking as directed with all leads, lifts etc.

complete.

Rmt. 4.00 4.00


19

BDW

8-3I

Removing rafters from roof including the


complete.

Rmt. 4.00 4.00


20

BDW

8-4

Removing cloth partition with frame work


leads, lifts etc. complete.

Sq.m. 2.00 2.00


21

BDW

8-1G

Removing doors and windows with frames



No. 78.00 78.00


173

Completed Labour

SR.NO.

&

CODE

NO.


( In Rs.)

22

BDW

8-1H

Removing ventilators and small windows

with frame and stacking the materials with all


No. 78.00 78.00


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


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


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


26

BDW

8-2D

Removing cement or lime plaster including

disposing of the spoils as directed with all


Sq.m. 17.00 17.00


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


174

Completed Labour

SR.NO.

&

CODE

NO.


( In Rs.)

28

BDW

8-1

Dismantling brick masonry in mud mortar



Cu.m. 90.00 90.00


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


30

BDW

8-1B

Dismantling stone masonry in mud including



Cu.m. 99.00 99.00


31

BDW

8-1C

Dismantling stone masonry in lime or

cement mortar including stacking the


complete.

Cu.m. 184.00 184.00


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


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


175

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


37

BDW

8-2A

Removing trap stone from floor without bed

concrete including stacking the materials as


Sq.m. 35.00 35.00


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


39

BDW

8-2G

Removing wire fencing with iron/ C.C.

fencing posts and stacking the materials as


Rmt. 7.00 7.00


176

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


42

BDO

82

Removing old paint from steel and other

metal surface with hand scrapping,

cleaning and making the surface even and


Sq.m. 6.00 6.00


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


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


177

Completed Labour

SR.NO.

&

CODE

NO.


( 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


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


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


178

Completed Labour

1

BR

3A1


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


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.




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.




RATE FOR 2014-15

(In Rs. )

BR :- BRIDGE WORK

SR.NO.

&

CODE

NO.


179

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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.




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.




d) Above 6.00 metre Cu.m. 267.00 267.00


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





d) Above 6.00 metre Cu.m. 421.00 421.00


180

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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).




d) Above 6.00 metre Cu.m. 494.00 361.00


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)




d) Above 6.00 metre Cu.m. 699.00 623.00


181

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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.


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


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.


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.




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


surface if special finish is to be provided, curing

etc. complete. The C.M. 1:3 plaster is considered



gunny bag, plastic, tarpaulin etc.

Cu.m. 3924.00 493.00

183

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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,





is to be provided, curing etc. complete.(Excluding



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).




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


tarpaulin etc. (Wooden centering /formwork


Cu.m. 3368.00 534.00


184

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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,


uneven and honeycombed surface with C.M.1:3

of sufficient minimum thickness to give a smooth


special finish is to be provided, curing etc.

complete.(Excluding reinforcement, including

cover block) The C.M. 1:3 plaster is considered




centering/formwork will not be allowed).




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


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


185

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


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


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


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



and even surface curing complete. (Excluding

reinforcement and including steel shuttering &









Spec.No.: BR.10/Page No. 110

186

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


22

BR

131

Providing and laying in situ C.C. of requierd


in well steining including compacting by

vibrating, finishing and finishing uneven and



surface, curing complete. (Excluding

reinforcement and including steel shuttering &





centering / formwork will not be allowed).




Spec.No.: BR.13/Page No.112/I.S.456 (2000)

187

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


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


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


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.


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


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


1) 100% Extra for depth above 20m

2) for change in diameter of well add


Note : Add 200% for soft rock.

Add 400% for hard rock.


189

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


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


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


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


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


190

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


30

BR

24

Providing and laying in situ C.C.of required


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




centering/ formwork will not be allowed).





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


191

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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




( C )For M-30

(i) 750 mm diameter Rmt. 5004.00 619.00




( D )For M-35

(i) 750 mm diameter Rmt. 5088.00 633.00





192

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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




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


centering / formwork will not be allowed).


b) For C.C. M-20grade Cu.m. 4573.00 912.00




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


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


193

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


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






etc. complete. (Excluding reinforcement and

including centering & cover block.) The C.M.




plastic, tarpaulin etc. (Wooden centering/

formwork will not be allowed).





194

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


38

BR

30



gneiss metal for the R.C.C concrete block

below the bearing including scaffolding,





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,






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


40

BR

43A

Providing M.S.PLATE expansion joints as per

detailed drawings.

Rmt. 1264.00 98.00


41 Providing elastomeric bearing in required

position testing, cuting, fixing in position as per

detailed drawing including scaffolding etc.

complete.

Cu.

Cm.

1.00 ---


195

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


43

BR

38A1

Providing and laying in situ Cement concrete of


gneiss metal for R.C.C Work in solid / deck

slab including plywood/steel formwork, steel

centering, compaction by vibrating finishing




special finish is to be provided, curing and

finishing in cement plaster (Excluding





plastic, tarpaulin etc. (Wooden centering /


Height upto 3.00 m



c) For C.C. M-30grade Cu.m. 6060.00 1523.00


Note :

Add for height above 3m to 6m. - 5% (Above

average bed level)

Add for height above 6m. - 10% (Above

average bed level)


196

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


44

BR

38B



gneiss metal for R.C.C Work in arches

including skew back, plywood/steel formwork,





special finish is to be provided, curing etc.

complete. (Excluding reinforcement, including





centering will not be allowed).

Height upto 3.00 m



Note :

Add upto height above 3m to 6m. - 5% (Above

average bed level)

Add for height above 6m. - 10% (Above

average bed level)


197

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


45

BR

38A



gneiss metal for R.C.C. Work in main / cross,

girder, diaphragm etc. including plywood/ steel






etc. complete. (Excluding reinforcement,

including cover block) The C.M. 1:3 plaster is




tarpaulin etc. (Wooden centering/formwork


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)


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


198

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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



metal for haunch filling including compacting,

curing complete.

Cu.m. 3092.00 492.00


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.


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


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


200

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


52

BR

50A


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.


and honeycombed surface only. (Excluding

reinforcement, including cover block) Newly


plastic, tarpaulin etc. (Wooden centering /


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


201

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


53

BR

51A

Providing R.C.C. parapet with M-20 Cement


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,



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/


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.


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.






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


203

Completed Labour

RATE FOR 2014-15

(In Rs. )

SR.NO.

&

CODE

NO.


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


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.


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


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


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


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


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.


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


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


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




tarpaulin etc. (Wooden centering/formwork will

not be allowed).

Cu.m. 2984.00 641.00


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




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.


207

Completed Labour

RATE FOR 2014-15

( In Rs. )

SR.NO.

&

CODE

NO.


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


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


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.


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


9

CD

13


concrete of trap / granite quartzite / gneiss

metal for haunch filling including forms,

compacting, curing and scaffolding etc. complete.

Cu.m. 3116.00 527.00


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


11

CD

15A

Providing and laying in situ M-20 cement


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


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


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


Note : The item shall be applicable for new

embankment of Road, Bridge approach and

raised causeways.

211

Completed Labour


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


MT.

Cu.M. 169.00 5.00


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


212

Completed Labour


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


charge.

Cu.m. 109.00 109.00


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


10

RD

5

Excavation for roadway in soft rock, including



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


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


213

Completed Labour


CODE

No.

RATE FOR 2014-15 (

In Rs. )

12

RD

7

Excavation for roadway in hard rock by

wedging/chiselling or line drilling including



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


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


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


15

RD

9E


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


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


17

RD

9D


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


214

Completed Labour


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


charge.

Cu.m. 101.00 101.00


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


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


20

RD

11A


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


21

RD

18A


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


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


215

Completed Labour


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


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


etc. complete.

Cu.m. 165.00 85.00

Note :Royalty shall be added seperately

Spec.No.: Rd.12/Page No. 189

26

RD

12A


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



216

Completed Labour


CODE

No.

RATE FOR 2014-15 (

In Rs. )

27

RD

13



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


Spec.No.:Rd.13/Page No. 194

28

RD

16



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


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


33

RD

24

Supplying soft murum at the road side, including

conveying and stacking complete.

Cu.m. 250.00 43.00


5(B) WBM Road Construction

DESCRIPTION OF ITEMS UNITSR.NO.

& CODE

No.

RATE FOR 2014-15

( In Rs. )

218

Completed Labour


& CODE

No.

RATE FOR 2014-15

( In Rs. )

34

RD

25

Supplying sand at the road side, including


Cu.m. 285.00 56.00


35

RD

26

Supplying gravel at the road side, including


Cu.m. 146.00 57.00


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


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


38

RD

29A

Spreading 80 mm metal including sectioning

complete.

Cu.m. 31.00 31.00


39

RD

29

Spreading 40 mm metal including sectioning

complete.

Cu.m. 27.00 27.00


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


MT.

Sq.m. 15.00 2.00

Spec.No.:Rd.32/Page No.205

219

Completed Labour


& 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


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.



MT.

Sq.m. 17.00 3.00


43

RD

38A

Compacting the hard murum / kankar for all

widths (200 mm. loose) with power roller

including necessary artificial watering complete.



MT.

Sq.m. 11.00 2.00


44

RD

40A

Compacting the hard murum side widths layer

on each side with power roller including

necessary artificial watering complete .



MT.

Sq.m. 5.00 1.00


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


220

Completed Labour


& 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


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


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


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


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


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


52

RD

82

Picking up loose metal including stacking at the

road side complete.

Sq.m. 1.00 1.00


221

Completed Labour


& 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


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


& 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


223

Completed Labour


& 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.


( 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.


( In Rs. )

,63 Providing and constructing 75 mm. thick Modified



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


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



226

Completed Labour

SR. NO.

&

CODE

NO.


( 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


66 Providing and constructing 50 mm. thick Modified



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


227

Completed Labour

SR. NO.

&

CODE

NO.


( 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 /


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.


( 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 /


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.


( 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


205

73

a) Laying with paver finisher Sqm. 62.00 7.00


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.


( 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


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.


( In Rs. )

76

a) Type - A Sqm. 191.00 2.00

b) Type - B Sqm. 175.00 2.00


192

77 Sqm. 22.00 2.00


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.


( 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.


( 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


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


No. 170

234

Completed Labour

SR. NO.

&

CODE

NO.


( In Rs. )


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


No. 170


No. 188

235

Completed Labour

SR. NO.

&

CODE

NO.


( In Rs. )




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




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


No. 188


No. 188

236

Completed Labour

SR. NO.

&

CODE

NO.


( 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.



Cum. 7240.00 35.00



Cum. 7800.00 35.00


No. 174


No. 174

237

Completed Labour

SR. NO.

&

CODE

NO.


( 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)



Cum. 7480.00 35.00



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


No. 174

238

Completed Labour

SR. NO.

&

CODE

NO.


( 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


94

MORTH









Km. 722.00 62.00

i) Road surface Single lane(B.T / W.B.M.) 5.50 m. to

7.00 m width


239

Completed Labour

SR. NO.

&

CODE

NO.


( In Rs. )

95

MORTH









Km. 361.00 35.00

i) Road surface Single lane(B.T / W.B.M.) Each

additional lane width


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


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.

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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


&

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


245

Completed Labour


&

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


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


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


246

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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

255

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

256

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

257

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.

258

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."

259

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.

260

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.

261

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





Sqm. 177.00 88.00

Spec. No. : Rd. 73 P. No.246

105

RD

73





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.


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


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











x 2M)

No. 3431.00 950.00


109

MORTH

2500











x 3M)

No. 5180.00 1566.00


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


112 No. 3161.00 781.00

RD

78 A


113 No. 1700.00 470.00

RD

80


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


( In Rs. )

SR. NO.

&

CODE

NO.

114 No. 1395.00 390.00

RD

81


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


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


( 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


( 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




should be with seven years written warrenty from

the manufacture & authorised


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


( 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



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


( 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


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


( 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



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


( 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


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



1994

123

RSE-3


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



5-1994

275

Completed Labour


( In Rs. )

SR. NO.

&

CODE

NO.

124

RSE-4


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



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



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



5-1994

276

Completed Labour


( 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



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



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


( 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


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


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


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


278

Completed Labour


( 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


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


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


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


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


279

Completed Labour


( 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


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


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


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


( 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


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


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


281

Completed Labour


( 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


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


( 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


No. 330

283

Completed Labour


( 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


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


284

Completed Labour


( 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


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


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


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


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.


( In Rs.)

286

Completed Labour

SR.NO.

& CODE

NO.


( 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.



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.



Project" by P.W.D.]

Taking output for 2 km.

Per Km 1415.00

287

Completed Labour

SR.NO.

& CODE

NO.


( 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.



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.



Project" by P.W.D.]

Each 24916.00 21163.00

288

Completed Labour

SR.NO.

& CODE

NO.


( 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.



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.


Project" by P.W.D.]

Considering ( Working in 5 days )

Each 31963.00 27436.00

289

Completed Labour

SR.NO.

& CODE

NO.


( 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.



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)



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.


( 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.



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.



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.


( 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



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.]


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.


( In Rs.)


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


/ Rmt 7340.00



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



detailed bore log sheet, completed. As directed

by Engineer in charge.

( Excluding core box.)

1) BY BX Drill



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.


( In Rs.)


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



detailed bore log sheet, completed. As directed

by Engineer in charge.

(Excluding core box.)

1) BY AX Drill



Project" by P.W.D.]

( Rate for 2 Rmt. Output )

/ Rmt 5448.00


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


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.



Project" by P.W.D.]

/Sq.Km. 23138.00 13179.00

294

Completed Labour

SR.NO.

& CODE

NO.


( 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



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.


( In Rs.)






Engineer-in -charge, calculating traffic




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


Per Day 6009.00






Engineer-in -charge, calculating traffic




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


/ Per Day 7809.00

296

Completed Labour

SR.NO.

& CODE

NO.


( 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.


( 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.



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


Per Km 11247.00

298

Completed Labour

SR.NO.

& CODE

NO.


( 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.


( 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.



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


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.



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.



Project" by P.W.D.]

Km 4867.00

300

Completed Labour

SR.NO.

& CODE

NO.


( 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


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.



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.



Project" by P.W.D.]

Km 398.00 133.00

301

Completed Labour

SR.NO.

& CODE

NO.


( 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.


( 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.


( 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.


( 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



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.


2014-15

(Rs.)

37 45 SOFT MURUM Cu.m. 200.00


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



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.


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.


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



141 232 TOWER BOLT ALUMINIUM 150 MM No. 50.00



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.


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.


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



190 322 SOCKET FOR 15 MM. TAP No. 15.00



193 326 WHEEL STOP TAP OF BRASS 15 MM No. 225.00



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



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.


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








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







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




255 432 GUN METAL STOPCOCK C. WHEEL 20 MM No. 385.00



258 442 WH. GL. FULL STALL URINAL No. 3300.00

312

Sr.

No.


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



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



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.


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.


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



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.


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


316

Sr.

No.


2014-15

(Rs.)


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



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



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. 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


5 Shahabad/

Sikosa

Sq.M. 1.07 1.07 0.96 1/5 of the the rates for


6 Fuel Wood

(Babul)

M.T. 19.95 17.60 4.69 1/2 of the rates for


7 Cement M.T. 30.61 22.29 14.08 10% Below the rates for


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


9 Timber Cu,M. 22.29 16.43 8.21 30% Below the rates for


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


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


12 Manglore tiles

including

Ridgeing and

Hipping

1000

Nos

21.12 18.77 15.89 10% Below the rates for


13 Single Allahbad

tiles and country

tiles

1000

Nos



14 Flooring Tiles

size 0.30m x

0.30 m

1000

Nos



15 A.C.sheets M.T. 23.47 18.77 9.39 3/4 of the rates for


16 Bamboos 1000

Nos

42.35 30.61 27.09 1.5 Times the rates for


17 Ballies of all

Diameters

Rmt. 0.32 0.32 0.32 1/10th time the rates for


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


20 G.I.Sheets M.T. 22.29 17.60 8.21 3/4 of the rates for


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-15/ 1:2:4 6.27 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

Nagpur Csr

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