D.S.R._-2012-2013finel_pdw

GOVERNMENT OF MAHARASHTRA

PUBLIC WORKS DEPARTMENT

MUMBAI ( P. W. ) REGION, MUMBAI

DISTRICT SCHEDULE OF RATES

2012 - 2013

FOR RAIGAD DISTRICT

SUPERINTENDING ENGINEER

RAIGAD PUBLIC WORKS CIRCLE,

KONKAN BHAVAN, NAVI MUMBAI.

Price Rs.700/-

All rights reserved, No Part of this publication may

be reproduced, or transmitted, in any form or by

any means, without the prior permission in writing.

FROM TO

1 1 5

2

2.1 Bd - A Excavation 7 8

2.2 Bd - B Pile Foundation 9 12

2.3 Bd - C Structural Steel Work 13 14

2.4 Bd - E Plain Cement Concrete 15 16

2.5 Bd - F Reinforced Cement Concrete 17 21

2.6 Bd - G Brick Masonry 22 23

2.7 Bd - H Stone Masonry 24 25

2.8 Bd - I Block Masonry 26 26

2.9 Bd - J Water Proofing 27 29

2.10 Bd - K Expansion Joints 30 30

2.11 Bd - L Plastering & Pointing 31 34

2.12 Bd - M Paving, Flooring & Dado 35 43

2.13 Bd - N Wood Finishes 44 45

2.14 Bd - O Oil Painting 46 48

2.15 Bd - P Colour / white washing & Distempering 49 50

2.16 Bd - Q Wood Work 51 54

2.17 Bd - R Roofing & Ceiling 55 59

2.18 Bd - T Doors & Windows, Ventilators & Partitions 60 84

2.19 Bd - U Iron Works 85 85

2.20 Bd - V Water Supply & Sanitary Fittings 86 104

2.21 Bd - W Miscellaneous 105 116

CLASSIFICATION OF ITEMS

BUILDING WORKS

SCHEDULE OF RATES

PAGE NO.

GENERAL NOTES

INDEX

SR. NO.

FROM TOCLASSIFICATION OF ITEMS

PAGE NO.SR. NO.

3.1 Rd - Road Earth Work 117 120

3.2 Rd - Road W.B.M. Surfacing 121 125

3.3 Rd - Road Asphalt Surfacing 125 131

3.4 Rd - Road Painting 132 134

3.5 Rd - Road Furniture 134 137

3.6 Rd - Road Miscellaneus Work 137 140

4.1 Br - Bridge Foundation 141 153

4.2 Br - Bridge Sub-Structure 154 159

4.3 Br - Bridge Super-Structure 159 168

5 169 172

6 173 175

7.1 Departmental Agencies 177 181

7.2 Private Agencies 182 187

8 189 190

9 NATIONAL HIGHGWAY

Road Work 191 206

Bridge Work 207 213

10 214 218

11 219 219

12 220 234

13 235 235

14 236 237

15 238 239

BRIDGE WORK

3

4

Material consumption

Labour Rates

CD WORK

BORING

SURVEY WORK

Rates For Transportation

VIDEOGRAPHY

Material Rates

Annexure A (Pipe)

Abbreviations

ROAD WORK

7

1) 15% extra shall be added to item rates only.




Note-2

0.03

i) Rs. Rs.6,500/- Per M.T.

ii) Rs. Rs.48,800/- Per M.T.

iii) Rs. Rs.49,400/- Per M.T.

iv) Rs. Rs.59,500/- Per M.T.

v) Rs. Rs.60,700/- Per M.T.

Vi) Rs. Rs.45,500/- Per M.T.

vii) Rs. Rs.44,400/- Per M.T.

xi) Pack Bit.80/100 Rs. Rs.48,400/- Per M.T.

x)

Rs.44,800/- Per M.T.

Bitumen in bulk - 80/100

Prestressed steel 12.7 mm.

Bitumen in bulk - 60/70

Pack Bit.60/70 Rs. Rs.49,500/- Per M.T.

Rs. Rs.52,700/- Per M.T.

RAIGAD PUBLIC WORKS CIRCLE, KONKAN BHAVAN

( Rates are enforced from 1/10/2012 to 30/06/2013 )

GENERAL NOTES0.01 Schedule of Rates prepared for the year 2012-2013 operative from 1/10 /2012 and is

applicable for Raigad District.

0.02

viii) Crumb Rubber Modified

Bitumen CRMB - 55

Cement

T.M.T. bars

Prestressed steel 15.2 mm.

Rates for Bitumen .

Rs.

Rate for following materials are at Ex. PWD store.

Corporation Areas

For the rates in Jail premises and Corporation areas an increase of percentage over the

normal schedule of rate prescribed for the year 2012-2013 is allowed as follows :-

Jail Premises

The above percentage should be applied on the cost of items after deducting

the cost of materials as stated below.

Schedule of Rates is based on the following basic rates of

materials-

Tribal Area in Raigad Dist.

Bridge work in costal area,

marshi land, creek,

sensitive area in Raigad

District.

Note-1 The increase in rates as above should be applicable only one at a time e.g.If

Jail and Mental Hospital premises falls in Corporation area, an increase of only

15% is to be considered and not 20% (i.e. 5% + 15%).

Note-3 Prior permission of Superintending Engineer Raigad Public Work circle, Konkan

Bhavan, Navi Mumbai for item NO.3 above is necessary..

Structural Steel

ix) Pack Bit.30/40

a) The rates of Bulk bitumen, CRMB & PMB for the items of bitumenious works are based

on the rates prevailing from H.P.C.L. These rates are inclusive of all taxes. Subsequent

increase/decrease, if any, in these rates shall be accounted for in the analysis of items,

while framing estimates.

1

0.07

0.08

0.09

e) Rates for completed items are based on a minimum initial lead of 5 Km. Actual lead

charges for lead beyond 5 Km. shall be added while framing the estimate.

d) Since the basic rates of materials adopted while preparing the Rate Abstract of items

are as per market rates,which include VAT and other taxes, no separate provision is

required to be made in the DSR items i.e.rates considered in the DSR are inclusive of

VAT.

c) VAT is included in all basic rates of material rates as per finance dept. Mantralaya

Mumbai 400 032 circular dated 30/09/2006

b) While preparing the estimates, the above rates may be treated as basic rates and if any

change is noted, all calculations should be done accordingly.

0.04 Basic Rates of Rubble, Khandkies, Metal, Murum, Sand, Aggregates, Bricks, Earth for

embankment filling, considered in this schedule are exclusive of Royalty charges, however

for completed items Royalty charges are considered as per ¶ÉÉºÉxÉ ÊxÉhÉÇªÉ

Gò. ¨É½þºÉÚ±É ´É ´ÉxÉ Ê´É¦ÉÉMÉ Gò.MÉÉèJÉÊxÉ

10/2009/|É.Gò.309/JÉ ¨ÉÆjÉÉ±ÉªÉ, ¨ÉÖÆ¤É<Ç 400 032

Ênù.11/02/2010 And it is non refundable as per Government of Maharashtra, P.W.

Deptt's circular No. Misc./112002/194/Plan-3 dated 6.6.2003.The agency shall bear

Royalty charges to be paid to Revenue Dept.0.05 For cost towards procurement and temporary storage of water for construction purpose,

provision of 1% in the rate analysis is made. In difficult situation where water is not

available in reasonable lead or where water charges are essentially required to be paid to

local authorities etc., the assessment of cost of procurement of water for construction may

be made on factual data. If this cost of procurement of water required for construction is

more than 1%, then for additional cost (i.e. more than 1%) seperate provision should be

made in the estimate.

0.06 The completed item rates are inclusive of 1% Labour insurance & 0.5 % Labour cess with

amenity charges as per Govt. Circular..

0.10 Items required for testing of soils, road and building materials, mix designs, Job-mix etc.

the schedule of testing charges of Superintending Engineer, Vigilance and Quality Control

Circle, Navi Mumbai and for test bores, load test, plate load test etc. the C.S.R. of

Maharashtra Engineering Research Institute (MERI), Nasik shall be adopted.

Quality control testing charges considered in the rate analysis are 0.50%.

As per P.W.D. Marathi letter No ºÉÆEòÒhÉÇ-2010/|É.Gò.118/®úºiÉä--2

ÊnùxÉÉÆEò, 28/10/2010, Necessary provision for Insurance shall be made while

As per Govt.Cicular No.BCA /2009/108/Labour 7A, Mantralaya Mumbai-32 dt.17 June

2010, Labour Cess to be Considered in the rate analysis while framing the estimate

0.11 The rates for labour and materials are included in the D.S.R. for the purpose of preparing

rate analysis. The labour rates shown against the completed items are based on minimum

labour wages as per letter dated 5/08/2011 of Labour Commissioner . Whenever the item

splitup in component i.e. labour, material, and machinery executed each seperately it

should be ensured that the rate item does not exceed the concerned complete item rate

sanctioned in D.S.R.

0.12 The rates for items required for water supply and sanitary works, which are not included in

this D.S.R. the C.S.R. of Maharashtra Jeevan Pradhikaran in the district is to be adopted.

0.13 The rates of machinery hire charges shall be as per the machinery use rates of W.R.

Department issued by the Chief Engineer (Mech), Nasik.

2

0.20

0.21

0.22 a)

b)

c)

Sr.No. Specifica

tion1 Bd.C

2 Bd.F-G-H

3 Bd.L

5 Bd.O

6 Bd.R

7 Bd.T

8 Bd.V

9 Bd.W

The rates of excavation items for building & C.D. works are inclusive of normal manual

dewatering. If pumping is required additional item for dewatering shall be introduced while

framing the estimate, on BHP basis with prior permission of S.E.

0.15 While calculating part rate or reduced rate etc., necessary overhead charges, sundries etc.

should be proportionately considered as per rate abstract.

0.16 References of P.W.D. standard specification,and M.O.R.T. & H. specification current are

obligatory.

0.14 The rates for items pertaining to Parks and Gardens, shall be taken from the C.S.R. of

Superintendent, Parks and Gardens, Mumbai.

Structural Steel Work, Tubular trusses.

The above increase is applicable for items and specification shown below.

0.17 This schedule of rates is applicable to all building works , road works, bridges, culverts and

or any civil engineering works carried out by all agencies in areas of Raigad District.

0.18 The Head load is to be considered while preparing detailed rate analysis for inaccessible

area where shifting of materials by head load is necessary.

The incresed in rate for tribal area is to be used only for the village identified by tribal

development deptt.

For all completed items initial lead up to 5.00 km. is considered.

The detailed rate analyasis shall be prepared for works of Matheran Hill Station, Raigad

Fort and Gharapuri Island, the same shall be got approved from the concemed

Superintending Engineer

0.19

The floor is designated by the space contained between the virgin slabs of

floors.

BUILDING WORKS :-

The D.S.R. rates of items are applicable for ground floor and first floor work. For

every addtional floor, percentage increase in rates shall be 1% per floor.

Item

Flooring, Dado, Skirting, Treads (except white glazed, ceramic

and marble tiles)

R.C.C. Mild steel, Tor steel reinforcement, Brick Masonry, Stone

Masonry, Hume Pipe tanks.

External Plastering and Pointing.

4 Bd.M

External Guniting.

d) For the items required to be carried out in the respective floors other than those

mentioned above, the following average percentage shall be applied.

External Painting

Manglore Tiles roof, ridge, ceilings

Weather sheds, Replacing external window shutters using

scaffolding.

Floor percentage by which rate is to be increased

Soil, Waste, Vent and Rain water pipes and mild steel tanks.

Ground & First Nil

Fourth 1.05%

Second 0.35%

Third 0.70%

Add 0.35% for further each additional floor

3

1.05%

0.35%

0.35%

1.75%

0.23

a) .- Initial lead 50 meters.

b) .- Initial lead 50 meters.

Example : For a work to be done on sixth floor the percentage shall be increased as given

below .

for 4th floor

for 5th floor

for 6th floor

Percentage by which

rates to be increased for

sixth floor

Total

e) The percentage increase to be applied for items like water proofing treatment,

storage tank, parapet wall with coping, stair case, Liftroom with slab and water

proofing treatment, plastering, painting to be carried out in the terrace will be at

the rate of floor situated just below.

Note : The increases in rates as above shall be on DSR item rates only.

f) For Rates of excavation items as per standard specification of Bd-A charges

for additional lift above 1.50 m. shall be added as below.

For framing the various rates in D.S.R. following leads are considered unless

otherwise specifically mentioned in the items -

iii) Lift above 4.50 mtr. upto 6.00 mtr. Rs. 23.00 /cum.

ROAD WORK, BRIDGES AND C.D. WORKS :-

e) For working out items of additional leads more than 5.00 km., the estimate

shluld be prepared for actual leads by deducting initial lead charges of 5.00 km.

for all completed items.

Supplying soft/Hard murum & earth

for embankment

For items of supplying stone metal,

Rubble (15cm. to 23cm.)

d)

i) Lift above 1.50 mtr. upto 3.00 mtr. Rs. 12.00 /cum.

ii) Lift above 3.00 mtr. upto 4.50 mtr. Rs. 18.00 /cum.

c) For Bituminious construction works no lead for asphalt and 5.00 km. initial lead

for metal/aggregates is considered.

c)

ii) Lift above 3.00 mtr. upto

4.50 mtr.

Rs. 18.00 / cum

iii) Lift above 4.50 mtr. upto

6.00 mtr.

Rs. 23.00 / cum

b) Rates for excavation for Bridges/C.D. Works/Sakav are considered for initial lift

of 1.50 mtr., and charges for additional lift above 1.50 mtr. shall be added as

below.

For all items of cement concrete, plain or reinforced cement concrete, stone

masonary the initial lead for metal, sand, stone, cement & steel is considered as

5.00 km.

0.24 For E.G.S. works like earthwork in embankment, Items following the specifications

mentioned in Rd-13 Page No.194 shall invariably be used while framing the estimate.

0.25 a) The D.S.R. rates for bridge items are for works in normal conditions of site.

Wherever bridges are to be constructed in special site conditions such as

bridge on creek having tidal effects/in standing water of perennial river, the

detailed rate analysis shall be prepared and the same shall be got approved

from the concerned Superintending Engineer.

i) Lift above 1.50 mtr. upto

3.00 mtr.

Rs. 12.00 / cum

The rates of supplying R.C.C. pipes at site of work shall be adopted as per

MSSIDC rate contract, plus 10% overhead charges while Framing the of

estimates.

4

0.26

0.27

c)

N. T. PATIL

Executive Engineer,

National Highway Division,

Pen-Raigad

Superintending Engineer,

Konkan Bhavan.

a) Lead charges for various material given in statement C 1, are inclusive of

loading, unloading & over head charges, hence these charges should not be

added seperately.

b) Lead charges are given in the statement C-1 for major items such as lime,

murum, earth, building rubble, sand, stone aggregate, soling stone, concrete

blocks, timber, cement, steel, bulk asphalt, bricks, Roofing tiles, all types of

flooring, R.C.C. pipes etc.

TRANSPORTATION CHARGES :

The grade of reinforced cement concrete should be as per Govt. Circular No. RMR-

1094/184/R-1 Dated 12-6-1996 for Bridges. In case of buildings IS-456-2000 should be

followed.Appropriate grade of concrete is specified for different exposure. Condition Mix

design shall be done as per requirement of IS 456-2000 for Building,& IRC-21-2000,for

Bridges .

D.S.R. APPROVED VIDE SUPERINTENDING ENGINEER,

DATE 28/09/2012 OPERATIVE FROM 1/10/2012 AND VALID UP TO 30/06/2013

CONCRETE ITEMS

Statement C-2 is for loading, unloading and stacking charges.

APPROVED FOR THE YEAR 2012 - 2013.

RAIGAD PUBLIC WORK CIRCLE, LETTER NO.DB/ RPWC/ DSR /2012-13 / 5966

S.G.JADHAV

B.P.RANGARI

Raigad Public Works Circle, Raigad

Executive Engineer,

Road Development Division No.3,

Panvel-Raigad

5

BLANK

6

Completed Labour

1

Lift upto 1.50 metres.

Bd. A-1 a) Cu. M. 130.00 122.00

Bd. A-2 b) hard murum Cu. M. 150.00 143.00

Bd. A-3 c) hard murum with boulders Cu. M. 171.00 160.00

2

Bd. A-4 a) Soft rock Cu. M. 350.00 318.00

Bd. A-5 b) Cu. M. 571.00 520.00

Bd. A-6 c) Cu. M. 837.00 757.00

Bd. A-7 d) Cu. M. -- --

3

Bd. A-10 Cu. M. 56.00 51.00

Spec. No.: Bd-A 1 to 3 Page No. 259

earth, soils of all types, sand gravel and soft

murum

Excavation for foundation in ____ / old cement

/ lime masonry foundation including removing

the excavated materials upto a distance of 50

metres beyond the building area and lift as

specified, stacking, necessary dewatering unless

provided elsewhere, preparing the bed for the

foundation and required backfilling with available

earth / murum, ramming, watering etc. complete.

as directed excluding shoring and strutting.

Spec. No.: Bd-A 4 to 5 Page No. 259,BdA 6 to 7

Excavation for foundation in___ including

removing the excavated materials upto a

distance of 50 metres beyond the building area

and lift as specified, stacking and spreading,

necessary dewatering unless provided elsewhere,

preparing the bed for the foundation and required

backfilling, ramming, watering, shoring and

strutting etc. complete. as directed.

Bd - A : Excavation

Item No.&

Item code

Description of Items /

Specification No.Unit

Rate for 12-13 (in Rs.)

Lift upto 1.50 metres.

hard rock by blasting

hard rock by chiseling wedging

laterite rock soft or hard

Filling in plinth and floors with approved excavated

materials in 15cm to 20cm layers including

watering and compaction etc. complete.

Spec. No.: Bd-A 10 Page No. 262

7

Completed Labour

Item No.&

Item code




4

Bd. A-11 Cu. M. 250.00 51.00

5

Bd. A-12 Cu. M. 788.00 141.00

6

Bd. A-12 Cu. M. 616.00 145.00

7

Bd. A-13 Cu. M. -- --

8

Bd. A-9 Hour

a) By using 3 H.P. pumps 73.00 50.00

b) 89.00 50.00

c) 110.00 50.00

Spec.No.: Bd- A-12/Page No- 264

Providing and filling in the foundation with sand of

approved quality including watering, compaction

etc. complete.

Spec. No.:Bd-A 13 Page No. 264

Dewatering the excavated trenches and pools of

water in the building area by using pumps and

other devices, including disposing of the water to

a safe distance as directed.

Spec. No.:Bd-A 9 Page No. 261

By using 5 to 9 H.P. Pumps

Filling in plinth and floors with contractor's murum

in 15 cm to 20 cm layers including watering,

compaction etc. complete.

By using 10 to 19 H.P. Pumps


Providing soling using 80mm size trap metal in

layers of 15 cm each including filling voids with

sand, ramming, watering etc. complete.


Providing dry trap/rubble stone soling 15 cm to 20

cm thick including hand packing and compacting

etc. complete.

DeletedDeleted8

Completed Labour

1

Bd. B- 4

i) R. M. 1018.00 291.00

ii) R. M. 1043.00 301.00

iii) R. M. 1219.00 321.00

iv) R. M. 1302.00 344.00

v) R. M. 1484.00 357.00

vi) R. M. 1586.00 372.00

vii) R. M. 1696.00 384.00

viii) R. M. 1792.00 400.00

ix) R. M. 2001.00 433.00

x) R. M. 2204.00 447.00

xi) R. M. 2240.00 465.00

xii) R. M. 2628.00 542.00

xiii) R. M. 2925.00 586.00

xiv) R. M. 3057.00 608.00

xv) R. M. 3893.00 641.00

xvi) R. M. 4438.00 758.00

xvii) R. M. 4684.00 785.00

xviii) R. M. 5096.00 841.00

Bd - B : Pile Foundation

Item No.&

Item code




325 mm diameter

Providing M-25 R.C.C. cast in situ bored piles of------

--- using minimum cement quantity at the rate of

300 Kg. per cum, each of load-capacity as per

design and of specified diameter or as directed,

placed through steel shell sunk to the required

depth through all strata except rock, excluding

provision of reinforcement, including placing

concrete by tremie arrangement, compaction of

concrete and withdrawal of steel shell etc. complete

including chipping, dressing of R.C.C. piles cleaning

the reinforcement etc. complete.

Spec. No.:Bd-B -4 Page No. 270

350 mm diameter

400 mm diameter

450 mm diameter

475 mm diameter

500 mm diameter

1050 mm diameter

525 mm diameter

550 mm diameter

600 mm diameter

625 mm diameter

650 mm diameter

900 mm diameter

750 mm diameter

800 mm diameter

975 mm diameter

825 mm diameter

1000 mm diameter

9

Completed Labour

Item No.&

Item code




2

Bd. B- 4

i) R. M. 1036.00 291.00

ii) R. M. 1099.00 301.00

iii) R. M. 1263.00 321.00

iv) R. M. 1537.00 344.00

v) R. M. 1562.00 357.00

vi) R. M. 1634.00 372.00

vii) R. M. 1780.00 384.00

viii) R. M. 1911.00 400.00

ix) R. M. 2133.00 433.00

x) R. M. 2378.00 447.00

xi) R. M. 2509.00 465.00

xii) R. M. 3037.00 542.00

xiii) R. M. 3270.00 586.00

xiv) R. M. 3287.00 629.00

xv) R. M. 4003.00 679.00

xvi) R. M. 4741.00 758.00

xvii) R. M. 4994.00 785.00

xviii) R. M. 5738.00 841.00

3

Bd.B-4 Spec. Cu.M. -- --

325 mm diameter

Providing M-30 R.C.C. cast in situ bored piles of------

--- each of load-capacity as per design and of

specified diameter or as directed, placed through

steel shell sunk to the required depth through all

strata except rock, excluding provision of

reinforcement, including placing concrete by tremie

arrangement, compaction of concrete and

withdrawal of steel shell including chippings,

dressing of R.C.C. piles cleaning the reinforcement

etc. complete.

Spec. No.:B-dB -4 Page No. 270

350 mm diameter

400 mm diameter

525 mm diameter

450 mm diameter

475 mm diameter

500 mm diameter

550 mm diameter

600 mm diameter

1050 mm diameter

625 mm diameter

650 mm diameter

750 mm diameter

800 mm diameter

825 mm diameter

Providing & Placing cement concrete M-25 for

R.C.C. cast in situ bored piles using termie

arrangement including compaction, curing etc.

complete.

900 mm diameter

975 mm diameter

Bd- B-4 Page No. 270

1000 mm diameter

10

Completed Labour

Item No.&

Item code




4

Spec. No. 114.00 144.00

5

Spec.

a) R. M. 59.00 8.00

b) R. M. 75.00 10.00

6 Number 34092.00 6818.00

7 Number 41181.00 8236.00

8 Number 49871.00 9971.00

9 Number 58965.00 11793.00

Carrying out load test for 1.5 times the proposed

safe working load on the pile in driven position upto

400 mm diameter including construction of test cap,

use of accessories and instruments including

providing graphs as per I.S. code or Std.

Specifications and dismantling the cap etc. cand

cleaning the site complete.


safe working load on the pile in driven position

above 400 mm to 550 mm diameter including

construction of test cap, use of accessories and

instruments including providing graphs as per I.S.

code or Std. Specifications and dismantling the cap

etc. cand cleaning the site complete.















upto 650 mm. Diameter

above 650 mm. Diameter

Chipping and dressing of the R.C.C. piles upto

0.60m. including cleaning reinforcement and

removal of dismantled materials for providing pile

caps etc. complete.

As directed by Engineer-In-Charge.

Providing bentonite slurry process for ---------

diameter of piles etc. complete.


DeletedDeleted

11

Completed Labour

Item No.&

Item code




10 Number 72863.00 14572.00

11 Number 81957.00 16391.00

12 Number 100939.00 20188.00

















above 900 mm diameter including construction of

test cap, use of accessories and instruments

including providing graphs as per I.S. code or Std.

Specifications and dismantling the cap etc. cand

cleaning the site complete.

12

Completed Labour

1

Bd. C- 2 M.T. 60560.00 6050.00

2

Bd. C- 3 M.T. 59999.00 3600.00

3

Bd. C- 6 M.T. 59226.00 4146.00

Providing and fabricating structural steel work in

rolled sections fixed with connecting plates 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 by Engineer-In-Charge. including cutting,

fabricating, hoisting, erecting, fixing in position,

making riveted / bolted / welded connections and

one coat of anticorrosive paint followed by two coats

of oil painting of approved quality and shade etc.

complete.

Spec. No.:BdC -3 Page No. 275

Bd - C : Structural Steel Work

Item No.&

Item code




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 fabrication,

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 etc.

complete.

Spec. No.:Bd-C -6 Page No. 277

Providing and fabricating structural steel work in

rolled sections like joist, channels, angles, tees etc.

as per detailed design and drawings or as directed

by Engineer-In-Charge. including cutting,

fabricating, hoisting, erecting, fixing in position

making riveted / bolted / welded connections with

connecting plates, braces etc. and including one

coat of anticorrosive paint and over it two coats of oil

painting of approved quality and shade etc.

complete.

Spec. No.:Bd-C - 2 Page No. 275

Deleted

13

Completed Labour

Item No.&

Item code




4

Bd. C- 8 M.T. 78200.00 9665.00

5

Spec. CM 4.40 1.10

6

Spec. Sq.M.. 2875.00 885.00

7

Spec. Sq.M.. 5185.00 976.00

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 by Engineer-In-Charge.,

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

etc. complete.


Spec. No.:BdC -8 Page No. 278

Providing Gas or Electrical Welding as per IS std.

for structural steel sections, plates as per detailed

drawing for less than 10 mm thick section etc.

complete.



Providing and fixing stainless steel of S.S. 316

quality for railing with steel hand rail pipe of 50.80

mm dia of 18 gauge thickness witth steel pipe of

50.80 mm dia for vertical post @ 1.20 metre centre

to centre with bottom 75 mm dia plates fixed on

flooring with proper anchoring and middle horizontal

steel pipe rails of 15.87 mm dia of 18 gauge

thickness @ 150 mm centre to centre between top

rail and flooring and fixing the pipe to vertical post

by steel adoptors including finishing, grinding,

gloossy polish fabrication and fixing as per approved

drawing and over all weight of steel railing shall not

be less than 7.5 kg per square meter etc. complete.

Providing and fixing 50 millimeter diameter heavy

type galvanized iron pipe (IS Std.) gate of approved

drawing with all fixtures and fitting in two leaves with

strong hold fast embedded in cement concrete block

at top and bottom with locking arrangement

including cutting, bending, main holes and with one

coat of primer etc. complete.

14

Completed Labour

1

Bd. E -1

a) 1:5:10 Cu. M. 2818.00 461.00

b) 1:4:8 Cu. M. 3465.00 461.00

c) 1:3:6 Cu. M. 3902.00 461.00

d) Cu. M. 4490.00 461.00

e) Cu. M. 4845.00 461.00

2

Bd. E -2

a) Cu. M. 4433.00 461.00

b) Cu. M. 4974.00 461.00

3

Bd. E -3

a) Cu. M. 4816.00 532.00

b) Cu. M. 5566.00 532.00

4

Bd. E -4

a) Cu. M. 4948.00 484.00

b) Cu. M. 4974.00 558.00

Providing and laying in situ cement concrete in

proportion ______ of trap metal for foundation and

bedding, including bailing out water manually,

formwork, compacting and curing etc. complete.

Bd - E : Plain Cement Concrete

Item No.&

Item code




Providing and casting in situ cement concrete ____

of trap metal for coping to plinth or parapet,

moulded or chamfered as per drawings or As

directed by Engineer-In-Charge., roughening the

exposed faces if special finish is to be provided and

curing etc. complete.

Spec. No.:Bd-E -1 Page No. 287

M-15

M-20

Providing and casting in situ cement concrete ___

of trap metal for steps, including formwork,

compacting, roughening the exposed faces if

special finish is to be provided and curing etc.

complete.

M-15

Spec. No.:BdE -3 Page No. 288


M-15

M-20

M-20


of trap metal for bed block, foundation blocks and

such other items, including bailing out water

manually, formwork, compacting, roughening the

exposed faces if specials finish is to be provided

and curing etc. complete.

Spec. No.:BdE -4 Page No. 289

M-15

M-20

Deleted

15

Completed Labour

Item No.&

Item code




5

Bd. E -5

a) Cu. M. 4512.00 461.00

b) Cu. M. 5014.00 461.00M-20


of trap metal for plain or moulded sills, cornice

jambs, block in course or architraves of required

size and shape, including centering, formwork

compacting, roughening the exposed faces if


complete.


M-15

16

Completed Labour

1

Bd. F -1

a) M-20 Cu. M. 4438.00 661.00

b) M-25 Cu. M. 4622.00 695.00

c) M-30 Cu. M. 4726.00 695.00

2

Bd. F -3

a) M-20 Cu. M. 4513.00 661.00

b) M-25 Cu. M. 4622.00 695.00

c) M-30 Cu. M. 4726.00 695.00

3

Bd. F -4

a) M-20 Cu. M. 5860.00 1040.00

b) M-25 Cu. M. 5928.00 1040.00

c) M-30 Cu. M. 6030.00 1040.00

Bd - F : Reinforced Cement Concrete

Item No.&

Item code





of trap metal for R.C.C. columns as per detailed

designs and drawings or As directed by Engineer-In-

Charge., including centering, formwork,

compacting, roughening the surface if special finish

is to be provided and curing etc. complete.

(Excluding steel reinforcement)

Spec. No.:Bd-F -4 Page No. 298

Providing and casting in situ cement concrete

_____ of trap metal for R.C.C. pile caps as per

detailed designs and drawings, including bailing out

water manually, centering, formwork, compacting,

finishing and curing etc. complete. (Excluding steel

reinforcement)



of trap metal for R.C.C.. work like raft, grillage, strip,

foundations and footing of R.C.C. Columns and

steel stanchions, including bailing out water

manually, centering, formwork, compacting,

finishing and curing etc. complete. (Excluding steel

reinforcement)


Deleted

17

Completed Labour

Item No.&

Item code




4

Bd. F -6

a) M-20 Cu. M. 6150.00 1232.00

b) M-25 Cu. M. 6193.00 1237.00

c) M-30 Cu. M. 6299.00 1238.00

5

Bd. F -8

a) M-20 Cu. M. 5976.00 1368.00

b) M-25 Cu. M. 7254.00 1368.00

c) M-30 Cu. M. 7321.00 1368.00

6

Bd. F -9

a) M-20 Cu. M. 6985.00 1368.00

b) M-25 Cu. M. 7086.00 1368.00

c) M-30 Cu. M. 7153.00 1368.00


_____ of trap metal for R.C.C. chhajja as per

detailed designs and drawings, including centering,

formwork, compacting, roughening the surface if


complete. (Excluding steel reinforcement)



of trap metal for R.C.C. Beams and Lintels as per

detailed drawings and designs or as directed by

Engineer-In-Charge., including centering formwork,

compacting, roughening the surface if special finish

is to be provided and curing etc. complete.

(Excluding steel reinforcement.)



_____ of trap metal for R.C.C. Slabs and landings

of all thickness as per detailed drawings and

designs, including centering, formwork, compacting,

roughening the surface if special finish is to be

provided and curing etc. complete. (Excluding steel

reinforcement)

Spec. No.:BdF -8 Page No. 302

18

Completed Labour

Item No.&

Item code




7

Bd. F -10

a) M-20 Cu. M. 7185.00 1395.00

b) M-25 Cu. M. 7293.00 1395.00

c) M-30 Cu. M. 7360.00 1395.00

8

Bd. F -13

a) M-20 Cu. M. 6316.00 1174.00

b) M-25 Cu. M. 6390.00 1174.00

c) M-30 Cu. M. 6461.00 1174.00

9

Bd. F -11

a) M-20 Cu. M. 7383.00 1504.00

b) M-25 Cu. M. 7608.00 1504.00

c) M-30 Cu. M. 7681.00 1504.00


of trap metal for R.C.C. canopy as per detailed

designs and drawings, including centering,

formwork, compacting roughening the surface if


complete. (Excluding steel reinforcement).



of trap metal for R.C.C. waist slabs, steps and

parapet as per detailed drawings for staircases,

including centering, formwork, compacting,



reinforcement)



of trap metal for R.C.C. pardi 75mm thick, including

centering formwork, compacting, roughening the

surface if special finish is to be provided and curing

etc. complete. (Excluding steel reinforcement)


19

Completed Labour

Item No.&

Item code




10

Bd. F -16

a) M-20 Cu. M. 7680.00 1678.00

b) M-25 Cu. M. 8015.00 1678.00

c) M-30 Cu. M. 8611.00 1678.00

11

Bd. F -17

M.T. 57000.00 4012.00

M.T. 60000.00 4012.00

M.T. 61800.00 4012.00

12

Bd. F -20 Sq.M. 595.00 53.00

13

Spec. Cu. M. 47.00 9.00

Providing and fixing in position steel bar

reinforcement of various diameters for R.C.C. pile

caps, footings, foundations, slabs, beams, columns,

canopies, staircases, newels, chajjas, lintels,

pardies, coping, fins, arches, etc. as per detailed

designs, drawings and schedules, including cutting,

bending, hooking the bars, binding with wires or

tack welding and supporting as required etc.

complete.


a) Mild Steel

b) HYSD Fe - 415


of trap metal for R.C.C. fins 65 mm thick in position

as shown in drawings or as directed by Engineer-In-

Charge, including centering formwork, compacting,



reinforcement)



c) TMT - 500

Providing and fixing in position after hoisting,

precast 1:2 cement mortar reinforcment jali 50

mm. thick, of approved design, cement mortar 1:3

and curing complete (including mild steel bar

reinforcement).


Providing and placing PVC cover block of required

size at the rate of 27 Nos. per 10 Square Metre to

reinforcement to give a clear cover as per I.S.456-

2000 in R.C.C. slabs. (Unit of this item is for volume

of concrete )

20

Completed Labour

Item No.&

Item code




14

Spec. Cu. M. 91.00 9.00

15

Spec. Cu. M. 83.00 14.00As directed by Engineer-In-Charge.

Providing and placing in position PVC cover blocks

of required size at 90cm centre to centre to each

main bottom bars and to stirrups at sides to give

required clear cover from all sides as per I.S.456-

2000 in R.C.C. beams etc. complete. (Unit of this

item is for volume of concrete)


Providing and placing PVC cover blocks of required

size at 1.50 metres centre to centre near the edge

of each side and at cente when the width is more

than 75 cm to reinforcement to give a clean cover of

40 mm to 65 mm from all sides as per I.S.456-2000

in R.C.C. columns etc. complete. (Unit of this item

is for volume of concrete )

Deleted

21

Completed Labour

1

Bd. G -1 Cu. M. 3780.00 726.00

2

Bd. G -5 Cu. M. 3990.00 882.00

3

Bd. G -7 Sq. M. 492.00 85.00

4

Bd. G -10

Cu. M. 4008.00 971.00

Cu. M. 4756.00 1262.00b) Curved,

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 6mm

diameter / 2 hoop iron strips 25mm x 1.6 mm

painted with anticorrosive paint at every third course

properly bent and bonded at ends, scaffolding,

racking out joints and watering etc. complete.

Spec. No.:BdG -7 Page No. 316

Providing Second class Burnt Brick masonry with

conventional/I.S.. type bricks in cement mortar 1:4

including scaffolding, raking out joints and watering

and pillars of shapes as shown in the drawings etc.

complete.

Providing Second class Burnt Brick masonry with

conventional / I.S. type bricks in cement mortar 1:6

in foundations and plinth of inner walls & external

walls, including bailing out water manually, striking

joints on unexposed faces, racking out joints on

exposed faces and watering etc. complete.

Spec. No.:Bd-G -10 Page No. 318


Providing Second Class Burnt Brick masonry with

conventional/I.S. type bricks in cement mortar 1:6 in

superstructure, including striking joints, racking out

joints, watering and scaffolding etc. complete.


a) Rectangular or square,

Bd - G : Brick Masonry

Item No.&

Item code




Deleted

22

Completed Labour

Item No.&

Item code




5

Bd. G 1 - Spec. Cu. M. 3865.00 649.00

6

Bd. G5 - Cu. M. 4168.00 767.00

7

Bd. G7 - Spec. Sq. M 560.00 89.00

8

Bd. G10 - Spec.

Cu. M. 4110.00 930.00

Cu. M. 4853.00 1210.00

a) Rectangular or square,

b) Curved,

Providing Second class Burnt Brick masonry in

cement mortar 1:4 using flyash bricks in half brick

thick wall including mild steel longitudinal

reinforcement of 2 bars of 6mm diameter /2 hoop

iron strips 25mm x 1.6mm at every third course,

properly bent and bounded at ends scaffolding

racking out joints and watering complete.

Bd.G7 page 316


cement mortar 1:4 using flyash bricks including

scaffolding raking joints and watering in pillar of -----

---------- as shown in the drawing.

Bd.G10 page 318

Bd-G5 page 315


cement mortar 1:6 using flyash bricks in

foundations and plinth of inner walls & external

walls, including bailing out water manually, striking

joints on unexposed faces, racking out joints on

exposed faces and watering complete.

Bd-.G1 page 313


cement mortar 1:6 using flyash bricks in

superstructure including striking joints racking out

joints watering and scaffolding complete.

23

Completed Labour

1

Bd. H. -1 Cu. M. 2670.00 793.00

2

Bd. H. -4 Cu. M. 2881.00 900.00

3

Bd. H. -11 Cu. M. 4809.00 1282.00

4

Bd. H. -12 Cu. M. 5196.00 1319.00

5

Bd. H. -14 Cu. M. 4417.00 1532.00

6

Bd. H. -40 Cu. M. 4505.00 1553.00

Providing coursed rubble 2nd sort masonry using all

stones of full height in each course of trap stones in

cement mortar 1:6 in superstructure, including

racking out joints when plastering is to be done /

striking out joints, watering and scaffolding etc.

complete.

Providing uncoarsed rubble masonry of trap stones

in cement mortar 1:6 in foundation and plinth of

inner wall, including bailing out water manually,

striking joints on unexposed faces and watering etc.

complete.

Spec. No.:Bd-H. -1 Page No. 329

Providing uncoarsed rubble masonry of trap stones

in cement mortar 1:6 in superstructure, including

racking out joints when plastering is to be done /

striking out joints, watering and scaffolding etc.

complete.

Bd - H : Stone Masonry

Item No.&

Item code




Providing coursed rubble masonry 1st sort of trap

stones in cement mortar 1:6 in super structure

including raking out joints on the inside when

plastering is to be done scaffolding etc. complete.

Spec. No.:BdH. -14 Page No. 333 to 334

Providing coursed rubble masonry 1st sort for pillar

of trap stones in cement mortar 1:6 including

pointing with cement mortar 1:3 scaffolding and

watering etc. complete.



Providing coursed rubble 2nd sort masonry using all

stones of full height in each course of trap stones in

cement mortar 1:6 in external walls of plinth,

including striking joints, raking out joints, watering

etc. complete.



Deleted

24

Completed Labour

Item No.&

Item code




7

Bd. H. -6 Cu. M. 2559.00 1267.00Spec. No.:Bd-H. -6 Page No. 332

Providing random rubble masonry 2nd sort of trap

stones in cement mortar 1:6 in superstructure,

raking out joints when no pointing or plastering is to

be done on the inside, watering and scaffolding etc.

complete.

25

Completed Labour

1

Bd. I. -1 Sq. M. 427.00 133.00

2

Bd. I. -1 Sq. M. 864.00 202.00

3

Bd. I. -1 Sq. M. 1021.00 179.00

4

Bd. I. -1 Sq. M. 558.00 51.00

Providing and laying I.S. standard cement concrete

hollow block 100 x 200 x 400 mm in cement mortar

1:6 for superstructure including raking out joints,

when plastering is to be done/striking joints when

no plastering is to be done, curing and scaffolding

etc. complete.

Bd - I : Block Masonry

Item No.&

Item code




Spec. No.:Bd-I. -1 Page No.349


Providing and laying I.S.. standard cement concrete

hollow block 200 x 200 x 400 mm in cement mortar

1:6 for superstructure including raking out joints,


no plastering is to be done curing and scaffolding

etc. complete.

Spec. No.:BdI. -1 Page No.349

Providing and constructing 1:5:8 cement concrete

solid block 300 x 200 x 150 mm in cement mortar

1:6 for external block masonry, raking out joints,


no plastering is to be done, curing and scaffolding

etc. complete.


Providing and constructing 100 mm thick Siporex

block partition in cement mortar 1:4 having mortar

joint 6 mm thick including scaffolding curing etc.

complete.

Deleted

26

Completed Labour

1

Bd. J. -2 Sq. M. 267.00 37.00

2

Bd. J. -2 Sq. M. 479.00 8.00

3

Bd. J. -3 Sq. M. 120.00 15.00

4

Spec. Sq. M. 139.00 49.00

5

Spec. Sq. M. 559.00 155.00

Spec. No.:BdJ. -3 Page No.356

Finishing the terrace slab integrally mixed with

water proofing compound in cement mortar 1:3

proportion with 20 mm thick layer, including curing,

finishing using approved water proofing compound

at rate of 1 kg per 50 kg of cement etc. complete.

Bd - J : Water Proofing

Item No.&

Item code




Providing and laying damp-proof course 50mm

thick M-20 cement concrete layer and bitumen

using cement with approved water proofing

compound at the rate of 1 kg per 50 kg of cement


Providing and laying damp proof course 50mm thick

of Shahabad Stone and bitumen etc. complete.


Providing and applying bitumen layer at 2kg/square

metre over terrace structural slab including cleaning

the surface for water proofing etc. complete.


Providing and laying water proofing treatment of

112 mm average thickness consisting of 12 mm

thick layer in cement mortar 1:3 with water proofing

compound at the rate of one kilograme per bag of

cement as base, constructing and laying brick bat

coba in cement mortar 1:5 with waterproofing

compound at the rate of one kilogramme per bag of

cement and having average thickness of 80mm and

finishing with 20 mm cement plaster layer in cement

mortar 1:3 with approved water proofing compound

at the rate of one kilogramme per cement bag,

including all lead, lifts and laid to proper slope to

drain off water entirely inlcuding watta at the

junction of parapet and work upto a height of 30 cm

or as directed and, including finishing the top layer

of water proofing treatment with false marking of 30

x 30cm or as directed and covering the whole

treatment with seven year's guarantee, on requisite

stamp paper etc.complete.


Deleted

27

Completed Labour

Item No.&

Item code




6

Spec. Sq. M. 210.00 31.00

7

Spec. Sq. M. 92.00 81.00

8

Spec. Sq. M. 276.00 130.00

9

Spec. Cu. M. 2938.00 926.00

10

Spec. Sq. M. 304.00 141.00

11

Spec. Sq. M. -- --


Providing waterproof bedding for flooring of bath

and W.C. 25 mm thick in cement mortar 1:3 using 1

kg of approved waterproofing compound of IS Std.

per 50 kg of cement, including leveling, curing etc.

complete.

Providing leak proof treatment by injection grouting

method to old floor without removing tiles of

W.C../Bath with approved water proofing compound

of IS standard and cement solution (fine sand,

cement etc.) without breaking tiles making holes,

refilling and making them water tight including

making good the damages, cleaning etc. complete.


Removing existing water proofing treatment (all

types) from terrace without damages to structure,

leveling and cleaning the surface for providing new

specialized water proofing treatment etc. complete

as directed.


Providing water proofing by Polymerized water

proofing compound to the virgin slab in 3 coats with

7 years guarantee on court fee stamp paper of

Rs.100/- including materials and labour and

ponding test etc. complete (with the permission of

S. E.)



Providing waterproof plaster in W.C. and bath 20

mm thick for dado in cement mortar 1:3 with neat

finishing, floating using approved waterproofing

compound of IS Std. at the rate of one kg per 50 kg

of cement etc. complete.


Providing waterproofing in W.C. and bath including

brick bat coba in all positions consisting of

specialized materials as per IS Standard and

covering 7 years guarantee on requisite stamp

paper including all leads, lifts etc. complete.

28

Completed Labour

Item No.&

Item code




12

Spec. Sq. M. 459.00 43.00

13

Spec. Sq. M. 252.00 52.00

14

Spec. Sq. M. -- --As directed by Engineer-In-Charge.

Providing and applying Polysafe-EC for (Patent

No.571) external walls, slopping R.C.C. roofs, in

three coats to avoid water penetration, ultra-violet

effects of Sun-rays, fungus development and to

protect the reinforcement from corrosion in

atmospheric effects. Cleaning the surface of

concrete by brushing with solvent and applying

Polysafe-EC chemical coating with primer and after

24 hour interval applying 1st coat, and after 24 hour

interval applying second, third & final coat of

approved shade, colour, avoid smoking while

painting including necessary scaffolding etc.

complete. (with the permission of S. E.)


Providing water proofing treatment by Polymerized

water proofing compound to the Water tank, W.C..

or toilet ducts in three coats with 7 years guarantee

on court fee stamp paper of Rs.100/- including

materials and labour and including ponding test etc.

complete. (with the permission of S. E.)


Providing water proofing treatment as per IS 1346-

1966 to generally inaccessible sloping R.C.C.

terrace slab with bitumen fetts in all positions in five

coarse consisting of applying cold bitumen primer

coat at the rate of 2.50 litre/10 sq.m. hot bitumen

layer at the rate of 14.50 kg/ 10 sq.m. and over the

same layer of bitumen fett of type III grade as per

IS 1332-1965 across slope with 10 cm overlap

commencing at the lowest level and again applying

hard bitumen coarse at the rate of 14.50 kg/10 sq

m. and finally spreading over it grit at the rate of

14.50 kg / 10 sq.m. including all lifts. leads and

scaffoldings whenever necessary complete as

directed with five year guarantee etc. complete.

Deleted29

Completed Labour

1

Bd. K. -1A Sq. M. 2180.00 191.00

2

Bd. K. -1B Sq. M. 3006.00 241.00

3

Bd. K. -1A Sq. M. 3045.00 241.00

4

Bd. K. -1A Sq. M. 4103.00 361.00

5

Sq. M. 55.00 11.00

Providing expansion joints in R.C.C. framed

structure (interior columns) with plain premoulded

bituminous filler 25 mm thick, including fixing

C.C.T.W. battens both faces etc. complete as

directed.

Bd - K : Expansion Joints

Item No.&

Item code




As directed by Engineer-in-charge.


structure (at floor level) with pre-moulded

bituminous filler 25mm thick and 3 mm thick

aluminium plate as required, bitumen poured filler

and fixing C.C.T.W.. battens on upper faces etc.

complete as directed.

Spec. No.:BdK.-1A Page No.359


structure (at terrace level) with pre-moulded

bituminous filler 25 mm thick and 3mm thick

aluminium plate as required bituminous poured filler

fixing lead flushing on upper side and C.C.T.W.

battens and inner face finishing etc. complete as

directed.




structure (exterior columns) with plain pre-moulded

bituminous filler 25 mm thick and 3 mm thick

aluminium plate, hold fast, fixing C.C.T.W.. battens

on internal face, finishing etc. complete as directed.

Spec. No.:BdK.-1B Page No.359

Providing and fixing chicken mesh of 22 guage with

about 35 cm. width at the junction of R.C.C.

membes and brick work, of approved quality

including fixing mesh in position by necessary

nailing in concrete or B.B. masonry and tying by

binding wire etc. complete.

Deleted

Deleted30

Completed Labour

1

Bd. L. -1

a) in cement mortar 1:3 .Sq.M. 101.00 55.00

b) in cement mortar 1:4 Sq.M..Sq.M. 96.00 55.00

2

Bd. L. -2

a) in cement mortar 1:3 Sq. M. 154.00 67.00

b) in cement mortar 1:4 Sq.M..Sq.M. 140.00 67.00

c) in cement mortar 1:5 Sq.M..Sq.M. 132.00 67.00

3

Bd. L. -3 Sq. M. 203.00 86.00

4

Bd. L. -4

a) in cement mortar 1:4 Sq. M. 222.00 115.00

b) in cement mortar 1:5 Sq.M..Sq. M. 212.00 115.00

Providing internal cement plaster 20mm thick in a

single coat, in cement mortar 1:3 without neeru

finish to stone masonry and concrete members

surface in all positions including scaffolding, racking

out joints, providing groove at joints of stone

masonry and concrete members and curing etc.

complete.

Spec. No.:BdL.-3 Page No.368

Providing internal cement plaster 20mm thick in two

coat, ________ without neeru finish to brick

masonry or concrete surface in all positions

including scaffolding, racking out joints, providing

groove at joints of stone masonry and concrete

members and curing etc. complete.



single coat _________ without neeru finish to

concrete surface in all position including scaffolding




single coat, ______without neeru finish to concrete

or brick surface in all positions including racking out

joints, scaffolding and curing etc. complete.


Bd - L : Plastering and Pointing

Item No.&

Item code



Rate for 12-13 (in Rs)

Deleted

31

Completed Labour

Item No.&

Item code




5

Bd. L. -5 Sq. M. 291.00 153.00

6

Bd. L. -7 Sq. M. 386.00 196.00

7

Bd. L. -8 Sq. M. 332.00 167.00

8

Bd. L. -9 Sq. M. 367.00 167.00

Providing cement plaster 25mm thick in two coat, in

cement mortar 1:4 without neeru finish to concrete

brick or stone surface in all positions including

racking out joints, scaffolding and curing etc.

complete.


Providing sand face plaster externally in two coats

using approved screened sand in all positions,

including providing base coat of 15 mm thick in

cement mortar 1:4 mixing approved water proofing

compound at the rate of 1 kilogramme / 50 kg of

cement and curing the same for not less than two

days and keeping the surface of base coat rough to

receive the sand faced treatment 8 mm thick in

cement mortar 1:4 and finishing the surface by

taking out grains and curing for 14 days including

preparing the surface, watering and scaffolding etc.

complete.


Providing rough cast cement plaster externally in

two coats to concrete / brick / stone masonry in all

positions with base coat of 12 to 15 mm thick in

cement mortar 1:4 mixing approved water proofing

compound at the rate of 1Kg / 50Kg.of cement and

over it rough cast treatment 12 mm thick in

proportion 1:11/2:3 including racking out joints,

scaffolding and forteen days curing complete.


Providing rough cast cement plaster externally in

two coats with coloured cement finish to concrete /

brick / stone masonry in all positions with base coat

of 12 to 15 mm thick in cement mortar 1:4 mixing

approved water proofing compound at the rate of 1

kg/50kg of cement and over it rough cast treatment

12 mm thick in proportion 1:11/2:3 including racking

out joints, scaffolding and forteen days curing etc.

complete.


32

Completed Labour

Item No.&

Item code




9

Bd. L. -10 Sq. M. 34.00 19.00

10

Bd. L. -10 Sq. M. 79.00 27.00

11

Bd. L. -11 Sq. M. 507.00 250.00

12

Bd. L. -15 Sq. M. 93.00 72.00

13

Bd. L. -15 Sq. M. 79.00 72.00

14

Bd. L. -16 Sq. M. 134.00 117.00

15

Bd. L. -17 Sq. M. 129.00 104.00

16

Sq. M. 93.00 72.00

Providing exterior stone-crete facing of approved

colour and dressing with base coat of 12 to 15mm

thick in cement mortar 1:3 using approved water

proofing compound at the rate of 1 Kilogramme / 50

kg. of cement to brick/stone/concrete surface in all

positions including final coat for stone-crete facing

of thickness not less than 12 mm. in cement mortar

1:3 using coloured pigment including racking out

joints, scaffolding and curing for fourteen days etc.

complete.


Providing flush grooved pointing with cement mortar

1:3 to brick masonry including scaffolding and



Providing neeru finish to plaster surface in all

position including scaffolding and curing etc.

complete.


Providing neeru finish to plaster surface for ceiling

including scaffolding and curing etc. complete.

(Only for repair work)


Providing weathered pointing with cement mortar

1:3 stone/brick masonry including scaffolding and



Providing 'V' groove pointing with cement mortar 1:3

to stone masonry/brick masonry including

scaffolding and curing etc. complete.


Providing flush grooved pointing with cement mortar

1:3 to stone masonry including scaffolding and



Providing tuck pointing with cement mortar 1:3 for

stone/brick masonry including scaffolding and



Deleted33

Completed Labour

Item No.&

Item code




17

Bd. L. -2 Sq. M. 134.00 67.00

18

Bd. L. -3 Sq. M. 180.00 86.00

19

Sq. M. 355.00 197.00

20

Spec. As directed by Engineer-in-charge. Sq. M. 386.00 200.00

21

Spec. As directed by Engineer-in-charge. Sq. M. 430.00 26.00

Providing marble touch plaster to plastered surface

3 to 4mm thick surface of marble paste including

providing primary coat with raw material such as

putty, cement,with approved adhesive including

5 years gurantee period including cleaning the

surface etc. complete.

Providing and fixing chicken wire mesh (Reference

IS 3150-1992) of 19 size of aperture at the junction

of R.C.. Members and brick work, of approved

quality including fixing mesh in position by

necessary nailing \in conrete or / B.B. masonry and

or tying by binding wire etc. complete.

Providing sand face plaster externally in two coats

using approved screened sand in all positions,

including preparing the surface, providing base coat

of 15 mm thick in cement mortar 1:4 mixing

approved water proofing compound at the rate of 1

kilogramme / 50 kg of cement, curing the same for

not less than two days, keeping the surface of base

coat rough to receive the sand faced treatment 8

mm thick in cement mortar 1:4 and finishing the

surface by taking out grains, curing for 14 days,

scaffolding etc. complete, using Portland Pozzolana

Cement & Flyash.

Spec. No.: BdL.-7 Page No.369and IS1489


two coat in c.m.. 1:4 without neeru finish to brick

suface including scaffolding and curing complete

using Portland pozzolona cement and flyash.

Spec. No.: BdL.-3 Page No.368and IS1489


single coat in c.m.. 1:3 without neeru finish to brick

surface including scaffolding and curing complete

using Portland pozzolona cement and flyash.

Spec. No.:BdL.-2 Page No.367and IS1489

Deleted

34

Completed Labour

1

Bd. M. -1

a) 25mm to 30mm thick Sq. M. 389.00 100.00

b) 40mm to 50mm thick Sq. M. 416.00 101.00

2

Bd. M. -1 Sq. M. 349.00 93.00

3

Bd. M. -3

a) 30 cm. x 30 cm. Sq. M. 628.00 126.00

b) 55 cm. x 55 cm. Sq. M. 665.00 126.00

4

Bd. M. -3

a) 30 cm. x 30 cm. Sq. M. 596.00 126.00

b) 55 cm. x 55 cm. Sq. M. 666.00 126.00

Bd - M : Paving, Flooring and Dado

Item No.&

Item code




Providing and laying rough Shahabad Stone

Flooring ---------------------- and 30cm wide in

plain/diamond pattern on a bed of cement mortar

1:6 including cement float, pointing in cement

mortar 1:3, curing and cleaning etc. complete.

Spec. No.:BdM.-1 Page No.379

Providing and laying rough Shahabad Stone

Flooring 25mm to 30mm thick on a bed of sand

including cement float, pointing in cement mortar

1:3, curing and cleaning etc. complete.


Providing and laying in position polished Shahabad

Stone flooring -------- of approved quality 25mm to

30mm thick in plain/diamond pattern on a bed of

cement mortar 1:6 including cement float, filling

joints with neat cement slurry, curing, polishing and

cleaning etc. complete.


Providing and laying in position polished Tandur

Stone flooring ------- of approved quality 25mm to

30mm thick in plain/diamond pattern on a bed of

cement mortar 1:6 including cement float, filling

joints with neat cement slurry, curing, polishing and



Deleted

35

Completed Labour

Item No.&

Item code




5

Bd. M. -3

a) 30 cm. x 30 cm. Sq. M. 1031.00 126.00

b) 55 cm. x 55 cm. Sq. M. 1086.00 126.00

6

Bd. M. -5 Sq. M. 683.00 141.00

7

Bd. M. -5 Sq. M. 649.00 153.00

8

Bd. M. -5 Sq. M. 1086.00 153.00

9

Bd. M. -6

a) 40mm Sq. M. 290.00 106.00

b) 50mm Sq. M. 336.00 106.00

Providing and laying in position polished Kota Stone

flooring --------- of approved quality 25mm to 30mm

thick in plain/diamond pattern on a bed of cement

mortar 1:6 including cement float, filling joints with

neat cement slurry, curing, polishing and cleaning

etc. complete.


Providing and laying in position skirting or dado of

polished Shahabad Stone slab of approved quality

25mm to 30mm thick on plaster in cement mortar

1:4, including cement float, filling joints with neat

cement slurry, curing polishing and cleaning etc.

complete.


Providing and laying cement concrete flooring --------

mm thick with cement concrete M-25 laid to proper

line, level and slope in alternate bays including

compaction, filling joints marking lines to give

appearance of tiles 30cm x 30cm or other

approved design, finishing smooth (with extra

cement) in approved colour as directed and curing

etc. complete.



polished Tandur Stone slab of approved quality

25mm to 30mm thick on plaster in cement mortar

1:4, including cement float, filling joints with neat

cement slurry, curing polishing and cleaning etc.

complete.



polished Kota Stone slab of approved quality 25mm

to 30mm thick on plaster in cement mortar 1:4,

including cement float, filling joints with neat cement

slurry, curing polishing and cleaning etc. complete.


36

Completed Labour

Item No.&

Item code




10

Bd. M. -12

a) 148.5x148.5mm Sq. M. 998.00 170.00

b) 200 x 100mm Sq. M. 1034.00 170.00

11

Bd. M. -12

a) 148.5x148.5mm Sq. M. 990.00 156.00

b) 200 x 100mm Sq. M. 1016.00 156.00

12

Bd. M. -13

a) 148.5x148.5mm Sq. M. 990.00 304.00

b) 200 x 100mm Sq. M. 1016.00 509.00

13

Bd. M. -13

a) 148.5x148.5mm Sq. M. 905.00 326.00

b) 200 x 100mm Sq. M. 1085.00 326.00

Providing and laying white glazed tiles of ---------------

------------ in size and 5 to 6 mm thick for flooring in

required positions and laid on a bed of cement

mortar 1:4 including neat cement float, filling joints

with white cement slurry, curing and cleaning etc.

complete. (Including all specials required like round

edge tiles, corner cups ,etc.) (with white cement)


Providing and laying coloured glazed tiles of ----------

----------- in size and 5 to 6 mm thick for flooring in

required positions and laid on a bed of cement


with white cement slurry, curing and cleaning etc.

complete. (Including all specials required like round

edge tiles, corner cups, etc)


Providing and fixing coloured glazed tiles of -----------

---------- in size and 5 to 6 mm thick for dado and

skirting in required positions on plaster of cement

mortar 1:4 including neat cement float, including

filling joints with white cement slurry, curing and

cleaning etc. complete. (Including all specials

required like round edge tiles, corner cups, etc)


Providing and fixing white glazed tiles of ----------------

------- in size and 5 to 6 mm thick for dado and

skirting in required positions on plaster of cement

mortar 1:4 including neat cement float, including

filling joints with white cement slurry, curing and

cleaning etc. complete. (Including all specials

required like round edge tiles, corner cups, etc)


37

Completed Labour

Item No.&

Item code




14

Bd. M. -12

a) 60x60cm. Sq. M. 1259.00 277.00

b) 45x45cm. Sq. M. 1224.00 277.00

c) 30x30cm. Sq. M. 1172.00 277.00

d) 20x20cm. Sq. M. 1085.00 277.00

15

Bd. M. -13

a) 60x60cm. Sq. M. 1296.00 277.00

b) 45x45cm. Sq. M. 1296.00 277.00

c) 30x30cm. Sq. M. 1295.00 277.00

d) 20x20cm. Sq. M. 1132.00 277.00

16

Bd. M. -14

a) Grey cement base Sq. M. 494.00 110.00

b) White cement base Sq. M. 595.00 110.00

Providing and laying ------- marble mosaic 25 x

25cm and 20mm thick for flooring in required

position set on a bed of 1:4 cement mortar including

neat cement float, filling the joints with white cement

slurry mixed with approved shade of pigment to

match the colour of tiles, curing, polishing and

rubbing etc. complete with/without border.


Providing and fixing ceramic tiles of IS Std. and

approved quality ______ cm size for flooring in

required position laid on bed of cement mortar 1:4

including cement float, filling joint with white/colour

cement slurry, cleaning, curing, etc. complete.


Providing and laying ceramic tiles of IS Std. and

approved quality ______ cm 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 cement mortar 1:4 including joint filling

with white/colour cement slurry, cleaning, curing

etc. complete.


38

Completed Labour

Item No.&

Item code




17

Bd. M. -15

a) gray cement base Sq. M. 583.00 188.00

b) white cement base Sq. M. 653.00 188.00

18

Bd. M. -16 Sq. M. 2729.00 120.00

19

Bd. M. -17 Sq. M. 2785.00 166.00

20

Bd. M. -18 Sq. M. 571.00 166.00

Providing and fixing -------------- marble mosaic 25 x

25cm and 20mm thick of approved colour and

pattern, white and coloured marble chips of size 6

to 20 mm for dado and skirting in required position

set on a bed of 1:4 cement mortar including neat

cement float, filling the joints with white cement

slurry mixed with approved shade of pigment to

match the colour of tiles, curing, polishing and

rubbing etc. complete with / without border.


Providing and laying machine cut white / coloured

marble slab 60 x 45 cm and 20 mm thick of

approved quality, vein and colour for flooring in

required pattern on a bed of 1: 6 cement mortar

including neat cement float, filling joints with

white/coloured cement slurry, curing, polishing and

cleaning complete.


Providing and laying machine cut white / coloured

marble slab 60 x 45 cm and 20 mm thick of

approved quality, vein and colour for dado and

skirting in required pattern on a bed of 1: 4 cement

mortar including neat cement float, filling joints with

white/coloured cement slurry, curing, polishing and



Providing and laying in situ marble mosaic of 10

mm thickness with white and coloured marble chips

of size 6 mm in coloured cement in suitable panels

for flooring including under layer of 1:2:4 I.P.S.. 30

mm. thick, providing aluminium strips to form

panels, leveling, compaction, curing, polishing and



39

Completed Labour

Item No.&

Item code




21

Bd. M. -19 Sq. M. 562.00 283.00

22

Bd. M. -20 Sq. M. 488.00 240.00

23

Spec. Sq. M. 455.00 86.00

24

Bd. M. -22

a) Shahabad Sq. M. 684.00 199.00

b) Tandur Sq. M. 715.00 195.00

c) Kota Sq. M. 1072.00 217.00

d) Black Kadappa Sq. M. 508.00 199.00

Providing and laying in required positions flooring of

tukada mosaic (broken mosaic tile pieces) of

approved coloured and pattern, set in a bed of 1:4

cement mortar, including neat cement/coloured

cement float, giving proper slopes, compaction,

curing and finishing etc. complete.


Providing and laying in situ marble mosaic dado

and skirting 6 mm thick with white and coloured

marble chips of size upto with suitable panels on

cement plaster 1:3, 20 mm thick including

aluminium strips for forming panels, rounding of

corners and junctions with flooring and walls,

curing, polishing and cleaning etc. complete.


Providing and fixing 1mm thick approved P.V.C.. /

Synthetic tiles flooring/dado & skirting of approved

make and quality and required size with ready

made adhesive (ISI mark quality) including cleaning

surface before laying, leveling the surface etc.

complete.


Providing and laying polished -----------------------

stone slabs 25 to 30 mm thick for treads and risers

for steps and staircase in one piece with rounded

nosing & engraving three lines for treads on bed of

1:4 cement mortar including neat cement float,

filling joints with cement slurry, curing, polishing and



40

Completed Labour

Item No.&

Item code




25

Bd. M. -25 Sq. M. 552.00 186.00

26

Bd. M. -26 Sq. M. 3006.00 174.00

27

Bd. M. -33B Sq. M. 539.00 132.00

28

Bd. M. -29

a) Shahabad Sq. M. 614.00 115.00

b) Tandur Sq. M. 594.00 115.00

c) Kota Sq. M. 1025.00 115.00

d) Black Kadappa Sq. M. 740.00 115.00

Providing sills, jambs and frames of polished ----------

--- stone 25 to 30 mm thick, on a bed of cement


with cement slurry, curing, polishing, rounding

edges, cleaning etc. complete


Providing and laying white cement based marble

mosaic tiles 20 mm thick of approved colour and

pattern with white and coloured marble chips of size

6 to 20mm for treads and risers of steps and

staircases, with nosing for the treads moulded as

per drawing or as directed on a bed 1:4 including

neat cement float, filling joints with neat coloured

cement slurry to match the colour of tile, curing,

polishing, and cleaning etc. complete.


Providing and laying white / approved colour marble

slabs 20 mm thick of approved quality, colour and

veins, for treads and risers of steps and staircases

in one piece with round nosing & engraving three

lines for treads on bed of 1:4 cement mortar

including neat cement float, filling joints with cement

slurry to match colour of the slabs, curing, polishing

and cleaning etc. complete.


Providing and laying precast polished chequered

colour cement tiles of size 20 x 32 and 20 mm thick

for treads and riser of steps and staircase with

nosing of treads moulded as per drawing or as

directed on bed of 1:4 cement mortar including neat

cement float, filling joints with cement slurry mixed

with approved shade of pigment to match the colour

of tiles, curing, polishing and cleaning etc.

complete.

Spec. No.:BdM.-33B Page No.392

41

Completed Labour

Item No.&

Item code




29

Bd. M. -31 Sq. M. 2352.00 106.00

30

Bd. M. -35 Sq. M. 764.00 245.00

31

Sq. M. 893.00 269.00

32

Spec. Sq. M. 12.00 11.00

33

Spec. Sq. M. 43.00 41.00

34

Spec. Sq. M. 25.00 24.00

Providing hand polishing to dado, skirting including

cleaning, washing etc. complete as directed.


Providing sills, jambs and frames of white/approved

colour marble slabs 20 mm thick of approved

quality, vein and colour with machine polished

surface on a bed of cement mortar 1:4 including

neat cement float, filling joints with cement slurry to

match the colour of the slabs, curing polishing and

rounding edges, cleaning etc. complete.


Providing 25 to 30 mm thick partitions of polished

black Kadappa stone of approved shape, quality

and colour for urinals including cutting holes of

required sizes in appropriate places to receive pipes

etc., fixing in the cement mortar 1:3, curing and



Providing and fixing Kadappa Stone slab for Kitchen

platform of approved type and design 40 mm thick

in cement mortar 1:4, including providing and fixing

border patti on front edge, filling joints, curing,



Washing & Cleaning natural surface of stone or any

kind of marble including clearing etc. complete


Providing machine polishing to cement/marble

mosaic tiled flooring or any other type of flooring

including cleaning, washing, etc. complete as

directed.


42

Completed Labour

Item No.&

Item code




35

Spec. Sq. M. 111.00 37.0036

Spec. Sq. M. 626.00 123.00

37

Bd.M-15 Sq.M. 512.00 123.00

38

Bd/M-12

p-385

Sq.M. 1363.00 319.00

Bd/M-12

p-385

Sq.M. 1107.00 319.00

39

Bd/M-13

p-386

Sq.M. 1389.00 368.00

Bd/M-13

p-386

Sq.M. 1210.00 368.00

Providing and laying flooring of gray cement based

marble moasic tiles of 25 x 25 cm on a bed of & [1:11/2]

lime mortar / 1:6 cement M. including neat cement float,

filling joints with near cement slurry, curing olishing &

cleaning without boarder, using 20 to 40 percent flyash.

Spec.No. :BDM-15 Page No.387

a) 600 mm x 600 mm and 10 mm thick having

Sqm. water absorption less than 0.05%

(*) (Except that rectified and vitrified mirror finish

decorative tiles of specified size and thickness shall be

used)



used)b) 600 mm x 600 mm and 10 mm thick having

water absorption between 0.05% to 2.5%

b) 600 mm x 600 mm and 10 mm thick having Sqm.

water absorption between 0.05% to 2.5%



used)Providing and laying Rectified and vitrified mirror

finish decorative type tiles of size of approved

make, shade and pattern for dado in required position laid

on plaster of 1:4 cement mortar, cement paste, filling

joints with neat cement slurry, curing and cleaning etc.

complete.

a) 600 mm x 600 mm and 10 mm thick having

water absorption less than 0.05%



used

Providing wax polishing to floors and dado, preparing the

surface, scaffolding etc. complete. (S.E.'s prior

permission essential.)As directed by Engineer-In-Charge.

Providing and fixing precast heavy duty inter locked

concrete paving block of approved Shape of 60 mm

thickness having a strength of 300 kg/sq.mt.. of approved

quality and shape on a bed of grit / sand of 65mm thick,

striking joints and cleaning etc. complete.


Providing and laying Rectified and vitrified mirror

finish decorative type tiles of size of approved

make, shade and pattern for flooring in required position

laid on a bed of 1:4 cement mortar including neat cement

float, filling joints with cement slurry, curing and cleaning

etc. complete.

Deleted43

Completed Labour

1

Bd. N. -1.1

a) one coat Sq. M. 11.00 6.00

b) two coat Sq. M. 18.00 8.00

2

Bd. N. -1.2 Sq. M. 29.00 26.00

3

Bd. N. -1.2 Sq. M. 19.00 14.00

4

Bd. N. -1.3 Sq. M. 40.00 34.00

5

Bd. N. -1.3 Sq. M. 64.00 44.00

6

Bd. N. -1.4 Sq. M. 18.00 8.00

Providing and applying boiled linseed oil in ---------

coat to old wood work including knotting, preparing

the surface, scaffolding etc., complete as directed.

Spec. No.:BdN.-1.1 Page No.399

Providing and applying Wax polishing to the new

wood work, including knotting, preparing the

surface, scaffolding etc. complete as directed.

Bd - N : Wood Finishes

Item No.&

Item code





Providing and applying Wax polishing to the old




Providing and applying French polishing for

required finish on previously polished wood,

including knotting, preparing the surface,

scaffolding etc. complete as directed.


Providing and applying French polishing to new




Providing and applying varnish in one coat on

previously varnished wood work, including knotting,

preparing the surface, scaffolding etc. complete.


Deleted

44

Completed Labour

Item No.&

Item code




7

Bd. N. -1.1

a) one coat Sq. M. 8.00 6.00

b) two coat Sq. M. 16.00 10.00

8

Spec. Sq. M. 589.00 292.00


Providing and applying Melamine polish of glossy /

mat required finish of approved colour to woodwork

by spray machine, including knotting and preparing

the surface by scrapping, applying French polishing,

scaffolding if required etc. complete. (The work to

be executed with prior approval of Superintending

Engineer.)


Providing and applying coal tar in----------- coat on

previously painted wood, including preparing the

surface, scaffolding etc. complete.

45

Completed Labour

1

Bd. O. -1.

a) Two coat Sq. M. 60.00 16.00

b) three coat Sq. M. 88.00 22.00

2

Bd. O. -2.

a) Two coat Sq. M. 54.00 16.00


3

Bd. O. -3.

a) Two coat Sq. M. 58.00 16.00


4

Bd. O. -4.

a) Two coat Sq. M. 43.00 16.00


Spec. No.:BdO.-1. Page No.403

Providing and applying ____ of lead/zinc base oil

paint/ bituminous paint of approved colour, shade

and quality to old wood work and fibre boards

previously painted by the surface, knotting,

scaffolding if necessary excluding primer coat etc.

complete.


Providing and applying _____ of lead/zinc base oil


and quality to new structural steel work and iron

work in buildings, including scaffolding if necessary

cleaning and preparing the surface excluding primer

coat etc. complete..

Providing and applying ____ of lead/zinc base oil


and quality to new wood work and fibre boards

including preparing the surface, knotting,

scaffolding if necessary excluding primer coat etc.

complete.

Bd - O : Oil Painting

Item No.&

Item code





Providing and applying _____ of aluminium paint of

approved make to new and old structural steel work

in buildings and workshops, including scaffolding,

cleaning the surface (excluding primer coat) etc.

complete.


Deleted

46

Completed Labour

Item No.&

Item code




5

Bd. O. -5.

a) Two coat Sq. M. 65.00 16.00


6

Bd. O. -6.

a) Two coat Sq. M. 64.00 16.00


7

Bd. O. -7.

a) Two coat Sq. M. 70.00 16.00


8

Bd. O. -8.

a) Two coat Sq. M. 43.00 16.00


Providing and applying Two coat of synthetic

enamel paint of approved colour and quality to new

and old structural steel work and wood work in

buildings, including scaffolding if necessary and

preparing the surface by solvent degreasing and de-

rusting by manual methods, preparing the surface

etc. complete. (excluding primer coat)


Providing and applying _____ of flat oil paint of

approved colour, shade and quality to the old

structural steel work and iron work (previously

painted) in building, including scaffolding if

necessary, cleaning the surface etc. complete.

(excluding primer coat)


Providing and applying _____ of flat oil paint of

approved colour, shade and quality to plastered

surface including scaffolding if necessary, cleaning

the surface etc. complete. (excluding primer coat)


Providing and applying ______ of waterproof

cement paint of approved manufacture and colour

to the plastered surface, including scaffolding

preparing the surface, watering for two days etc.

complete.


47

Completed Labour

Item No.&

Item code




9

Spec. Sq. M. 17.00 10.00

10

Spec. Sq. M. 19.00 7.00

11

Spec. Sq. M. 23.00 7.00

12

Spec. Sq. M. 20.00 8.00


Providing and applying one priming coat of

approved quality, over steel and other metal

surfaces, including preparing the surface by

thoroughly cleaning oil, grease, dirt and other

foreign matter with wire brush, fine steel wool and

sand paper, scaffolding etc. complete.



approved quality to wood and wood based surface,

including preparing the surface by thoroughly

cleaning oil, grease, dirt and other foreign matter,

by sand paper and scrapping, scaffolding etc.

complete.



approved quality 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 etc. complete.


Providing and applying one coat of seal cement

primer of approved manufacture and shade,

including scaffolding if necessary, cleaning the


Deleted48

Completed Labour

1

Bd. P. -1. Sq. M. 7.00 5.00

2

Bd. P. -2.

a) Two coat Sq. M. 8.00 5.00


3

Bd. P. -3.

a) Two coat Sq. M. 7.00 5.00


4

Bd. P. -5. a) Two coat Sq. M. 38.00 10.00

Bd. P. -5. b) three coat Sq. M. 61.00 18.00

Providing and applying white wash of approved

quality in two coats on old/new plastered or

masonry surfaces & asbestos cement sheets,

including scaffolding and preparing the surface by

brushing and brooming down etc. complete.

Spec. No.:BdP.-1. Page No.411

Providing and applying colour wash of approved

colour, shade and quality in _____ to new surface,

including scaffolding, brushing and brooming down

etc. complete. (excluding two coats of white wash

as base coat to be paid separately).

Bd - P : Colour / White washing & Distempering

Item No.&

Item code





Providing and applying colour wash of approved

colour, shade and quality in _____ to old surface,

including scaffolding, brushing and brooming down

etc. complete. (excluding one coat of white wash as

base coat to be paid separately).



Providing and applying washable oil bound

distemper of approved colour, shade and quality to

old/new surface, in ______ including scaffolding,

preparing the surfaces etc. complete. (excluding

primer coat).

Deleted

49

Completed Labour

Item No.&

Item code




5

Bd. P. -6.

a) Two coat Sq. M. 62.00 14.00

b) three coat Sq. M. 114.00 18.00

6

Spec. Sq. M. 18.00 8.00

Providing and applying primer coat of approved

quality to old/new wall surface to receive oil bound

distemper treatment, including scaffolding,

preparing the surface as directed etc. completed.

(Prior approval of S.E. shall be obtained)


Providing and applying plastic emulsion paint of

approved colour, shade and quality to old/new

surfaces in ______, including scaffolding, preparing

the surfaces etc. complete. (excluding primer coat).


Deleted

50

Completed Labour

1

Bd. Q. -4.

a) country cut teak Cu. M. 84334.00 11665.00

b) hard wood Cu. M. 39512.00 11665.00

2

Bd. Q. -23. R. M. 181.00 90.00

3

Bd. Q. -5


b) hard wood Cu. M. 44741.00 4313.00

4

Bd. Q. -22 R. M. 109.00 19.00

5

Bd. Q. -2


b) hard wood Cu. M. -- --

Providing and fixing ____ wood framed collar beam /

king post / queen post truss with all iron work,

including scaffolding if necessary and primer coat

etc. complete.

Bd - Q : Wood Work

Item No.&

Item code




Spec. No.:BdQ.-2. Page No.420

Providing and fixing ____ wood common rafters,

purlins and purlin cleats, hip rafters, jack rafters,

ridges, wall plates, post plates and posts for roofing

etc., including scaffolding if necessary, all iron work

and one primer coat complete.


Providing and fixing jungle wood ballies of approved

species 85 mm average diameter for common

rafters, purlins, ridge, hip and valley rafters, jack

rafter, wall plate, post plate, posts etc., including all

iron work, scaffolding if necessary and oiling in one

coat etc. complete.

Spec. No.:BdQ.-22. Page No.434.


Providing and fixing 100 mm dia. country teak wood

ballies for king post truss of 6.00 m'. span as per

drawings or as directed by Engineer-in-charge,

including all iron work, scaffolding if necessary and

oiling complete.


Providing and fixing _____ wood joists and girders in

timber floors of single, double or framed type,

including scaffolding if necessary and one primer

coat etc. complete.

Deleted

51

Completed Labour

Item No.&

Item code




6

Bd. Q. -1

a) 50mm Sq.M. 3729.00 55.00

b) 25mm Sq.M. 1949.00 55.00

7

Bd. Q. -3 Sq.M. 1796.00 76.00

8

Bd. Q. -6

a) country cut teak Sq.M. 963.00 49.00

b) hard wood Sq.M. 418.00 49.00

9

Bd. Q. -19

a) country cut teak R.M. 473.00 49.00

b) hard wood R.M. 142.00 34.00

10

Bd. Q. -20 R.M. 217.00 31.00

Providing and fixing country cut teak wood eaves

plate of size 10 cm wide and 20 mm thick; including

scaffolding and primer in one coat complete.


Providing and fixing _____ wood two way trellis work

with battens or laths 2.5 x 1.2 cm and 5.0 x 5.0 cm

openings, including frame of 8.0 x 5.0 cm vertical

and horizontal scantlings and one coat of primer

complete.


Providing and fixing ______ wood eaves board 15

cm wide and 25 mm thick plain type, including



Providing and fixing country cut teak wood planking

___ mm thick for flooring planed on both sides,

tongued and grooved, including scaffolding if

necessary and primer coat etc. complete.


Providing and fixing country cut teak wood plank

ceiling 20 mm thick planed on the underside,

tongued and grooved, including iron screws and

scaffolding if necessary, including primer coat on

underside and one coat tar on upperside complete.


52

Completed Labour

Item No.&

Item code




11

Bd. Q. -21

a) country cut teak R.M. 522.00 79.00

b) hard wood R.M. 194.00 53.00

12

Bd. Q. -8 R.M. 631.00 155.00

13

Spec. R.M. 245.00 34.00

14

Bd. Q. -10 Sq.M. 2495.00 750.00

15

Bd. Q. -11 Sq.M. 1838.00 857.00

Providing and fixing 20 mm thick teak wood particle

board, faced with teak wood veneer for pelmet

boxes of 150 to 200 mm wide, to door or window

frames, including 20 mm diameter aluminium curtain

rod with sockets and finishing with French polishing

etc. complete. (without top)


Providing and fixing in position P.V.C. hand rail of

approved quality as per IS Std. make and shade, as

per detailed drawings or as directed by the Engineer-

in-charge, including French polishing etc. complete.

(50mm size)


Providing and fixing country cut teak wood skirting

20 mm thick in required position and of the size

shown in the drawings, including all mouldings as

per drawings, rough grounds, rawal plugs if

necessary and finishing with French polish etc.

complete.


Providing and fixing _____ wood barge board 22 cm

wide and 20 mm thick plain type, including



Providing and fixing in position Indian teak wood

hand rail of 60 x 70 mm as per detailed drawings or

as directed by the Engineer-in-charge, including

French polishing etc. complete.


53

Completed Labour

Item No.&

Item code




16

Bd. Q. -18 Sq.M. 853.00 105.00

17

Spec. Sq.M. 1473.00 499.00

Providing and fixing shutter to wall cupboard made

from 12 mm thick teak wood particle board and face

with approved colour laminated face bonded with

phenol formaldehyde synthetic resin B.W.P.. grade,

including lipping, beading, iron oxidized fixtures and

fastenings and painting primer one coat etc.

complete.


Providing and fixing decorative teak plywood veneer

lining 4 mm thick with backing of country cut teak

wood frame work of battens 12 x 25 mm at 30 cm

centre to centre fixed to walls and pillars, without

skirting and cornice as per drawings, including

necessary iron work and finishing the exposed wood

with French polish etc. complete.


Deleted

54

Completed Labour

1

Bd. R. -1 Sq.M. 601.00 48.00

2

Bd. R. -2 Sq.M. 661.00 52.00

3

Spec. Sq.M. 246.00 19.00

4

Bd. R. -3 R.M. 176.00 52.00

5

Bd. R. -5 Sq.M. 621.00 37.00

Providing and fixing Mangalore tiled roofing with

class "AA" tiles , including fixing 50 x 25 mm

horizontal teak wood battens, all iron work and

oiling the battens and securing the last course of

tiles near the eaves with mild steel flats of 40 x 3

mm or 10 mm dia. steel rod and 1.22 mm thick wire

painting the underside of battens including

scaffolding if necessary etc. complete. (excluding

ridge and hip tiles)

Bd - R : Roofing and Ceiling

Item No.&

Item code




Spec. No.:BdR.-5. Page No.452

Providing and fixing new Mangalore tiles with "AA"

tiles including scaffolding to M.T. roofing excluding

wood work. etc. complete.


Providing and fixing Mangalore type ridge and hip

tiles class "AA" tiles, including scaffolding if

necessary, pointing with coloured cement mortar




Providing and fixing Mangalore tiled roofing with

class "AA" tiles, including securing the last course

of tiles near the eaves with steel flats of 40 x 3 mm

and fixing by 112 mm long screw and fixing of

50mm x 25mm country teak wood sloping battens

and fixing 50 x 25 mm country teak wood horizontal

battens over the sloping battens including painting

to all iron work and coal tarring the battens etc.

complete. (excluding ridge and hip tiles)


Providing and fixing galvanizing corrugated iron

sheets of 0.79mm thickness (22 B.W.G..)

conforming IS. 277-1969 for roofing without wind

tiles, including fastening with galvanized iron screws

and bolts and bitumen washers as per drawing etc.

complete.

Deleted

55

Completed Labour

Item No.&

Item code




6

Bd. R. -6 Sq.M. 430.00 74.00

7

Bd. R. -7 Sq.M. 446.00 38.00

8

Bd. R. -8 Sq.M. 376.00 34.00

9

Bd. R. -9 R.M. 361.00 80.00

10

Bd. R. -10

a) 120 cm. R.M. 2390.00 173.00

b) 90 cm. R.M. 1815.00 124.00

Providing and fixing valley gutter of 1.00 mm thick

(22 B.W.G.) plain galvanized iron sheets ___ wide

with teak wood planking of 20.00mm thick, including

two coats of coal tarring the upper surface of plank.

(excluding painting to under side of plank) etc.

complete.


Providing and fixing 6 mm thick asbestos cement

corrugated (Trafford) sheet roofing including

galvanized iron J or L hook bolts, galvanized iron

and bituminous washers, galvanized iron clamp

bolts and nuts and scaffolding etc. complete.



ridge capping for roofing conforming to I.S.. 459-

1970, including galvanized iron hook bolts,

galvanized iron and bituminous washers, galvanized

iron clamp bolts and nuts and scaffolding etc.

complete.


Providing and fixing plain zinc sheeting of 1.00mm

thickness (20 B.W.G.) over ridge, hip or valley for

galvanized corrugated iron sheet roofing, including

fastening with galvanized iron screws and bolts and

bitumen washers as per drawing etc. complete.



corrugated (Big size) sheet roofing conforming to

I.S.. 459-1970, including galvanized iron J or L hook

bolts, galvanized iron and bituminous washers,

galvanized iron clamp bolts and nuts and

scaffolding etc. complete.


56

Completed Labour

Item No.&

Item code




11

Spec. R.M. 227.00 75.00

12

Spec. No. 72.00 51.00

13

Spec. No. 103.00 51.00

14

Bd. R. -11 No. 486.00 15.00

15

Bd. R. -14 No. 131.00 42.00

16

Bd. R. -13 No. 92.00 20.00

17

Spec.

a) 50x25 mm. R.M. 72.00 6.00

b) 25x12 mm. R.M. 28.00 6.00

Providing and fixing Mangalore pattern cowl

ventilator tiles in the required places in a Mangalore

tiled roof including scaffolding if necessary etc.

complete.


Providing and fixing asbestos cement sheet of IS

Std. (60cm top width) & (23 bottom width) & (15cm

depth) valley gutters of approved size and make

including drop ends, stop ends necessary fixtures

and fastening the same as per code of standard

practice etc. complete.


Providing and fixing 12 mm dia. mild steel bar upto

0.5 metre length for anchor rods with necessary

threading nuts and bolts etc. etc. complete.


Providing and fixing 16 mm dia. mild steel bars upto

0. 5 metre length for anchor rods with necessary

threading nuts and bolts etc. complete.


Providing and fixing glass tiles of Mangalore type at

required places in Mangalore tile roof, including

scaffolding, if necessary etc. complete.


Providing and fixing asbestos cement cowl

ventilators in asbestos cement sheet roofing at the

required places, including all accessories and

scaffolding, if necessary etc. complete.


Providing and fixing C.C.T.. wood battens _____ for

Mangalore tiled roof work with all iron works,



57

Completed Labour

Item No.&

Item code




18

Spec. Sq.M. 1597.00 60.00

19

Bd. R. -16 Sq.M. 1439.00 161.00

20

Bd. R. -17 Sq.M. 1252.00 172.00

21

Bd. R. -18 Sq.M. 563.00 120.00

22

Bd. R. -19 Sq.M. 1214.00 160.00

23

Spec. Sq.M. 81.00 37.00

Providing and fixing false ceiling of teakwood

particle board 12mm thick, including scaffolding if

necessary, all iron work etc. complete. (excluding

frame work and teak wood runner to be paid

separately)


Providing and fixing false ceiling of 12 mm thick

acoustic boards of approved make, with shapes and

sizes as per drawings, including scaffolding, all

screws and fastening and finishing etc. complete.

(excluding frame work and runner to be paid

separately)


Providing and fixing skylight in R.C.C. roof including

M.S. frame with all accessories and required

fixtures and fastening fitting etc. complete.


Providing and fixing false ceiling of plain asbestos

cement sheets 4 mm thick, including scaffolding if

necessary, all iron work etc. complete. (including

C.T.W. frame 70mm x\40mm & work and teak

wood runner)


Providing and fixing false ceiling of 15 to 20 mm

thick decorative boards of fibre plaster of paris,

including scaffolding if necessary, all architectural

work like mouldings, cornices, curves, domes, cups

as per detailed drawing and three coats of spray

painting to boards etc. complete. (excluding frame

work, runners & mild steel suspenders to be paid

separately)


Providing and dammering to roof with Two coat of

bitumen (on new dungree cloth one coat on each

side) including scaffolding etc. complete as

directed.


58

Completed Labour

Item No.&

Item code




24

Spec. Sq.M. 28.00 24.00

25

Spec. Sq.M. 903.00 112.00

26

Spec. Sq.M. 1176.00 161.00

27

Spec. Sq.M. 660.00 26.00

Providing and dammering to roof one coat of

Bitumen (without cloth) including scaffolding etc.

complete.As directed by Engineer-In-Charge.

Providing and fixing in position Gypsum board false

ceiling with 12.5 mm th. Gypsum boards, screwed/

fixed to the under structure of suspended G.I. Grid

constructed & suspended from the main ceiling

consisting of ceiling sections at maximum centre to

centre distance 600 millimeters perimeter channel

intermediate channels at maximum centre to centre

distance 1200 millimeters galvanized grid should be

fixed to reinforced cement concrete slab. The

gypsum board should be fixed to galvanized iron

grid with necessary screws. The boards should be

taped and filled from underside to give smooth,

seamless ceiling. The rate should include

necessary additional ceiling sections and

intermediate channels. Additional / intermediate

channels should be fixed to strap hangers for

additional support to prevent strapping at every

1200 millimeters item to be completed in all respect

including necessary sleeves for ducts finishing of

joints cut outs etc. all complete.


Providing & fixing Prepainted Galvanized iron plain

colour sheets of 0.50 mm thickness having coating

quality provides excellent corrosion protection for

Ridge capping and vally gutter without wind tiles

coforming to Indian standard ,with minimum ten

year guarantee on bond paper, including G.I.screws

& bolt & rubber washers with the help of drill

machine fitting and Scaffolding ,for 10 to 20 degree

slope of roof ,as per detailed drawing & design Or

as directed by engg. in charge etc. completeAs directed by Engineer-In-Charge.

Providing and fixing glass crete roof in reinforced

concrete member (0.05 x 0.75 meter) in size at 60

centimeter, center to center with 12 millimeter thick

wired glass having thickness of 6 millimeter,

including all accessories and required fixtures and

fastenings, fitting etc. complete. (excluding

reinforced cement concrete member)


59

Completed Labour

1

Bd. T. -2

a) country cut teak wood. Cu.M. 111653.00 15094.00

b) seasoned and treated non teakwood Cu.M. 49702.00 15094.00

2

Spec. R.M. 456.00 45.00

3

Spec. R.M. 565.00 56.00

Providing and fixing factory made precast

door/window frames of cement concrete (as per IS-

456-2000) M-40 grade of section 100 x 60 mm

including reinforcement as per I.S.6523 with

polymeric blocks having screw holding capacity of

250 kg. screw, fixed in position of 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.


Bd - T : Doors, Windows, Ventilators & Partitions.

Item No.&

Item code





Door Frames

Providing and fixing ______ door frame as per

drawing for second class doors without ventilators,

windows, fanlights etc., including all mouldings,

rebating, holdfast and finishing with one coat of

primer etc. complete.

Spec. No.:BdT.-2. Page No.478

Providing and fixing in position precast R.C.C. (as

per IS 456-2000) M-40 frames for doors / windows /

louver windows of section 125 x 50 mm with two tor

steel bars of 8 mm / 10 mm diameter for

compressed strength of 300 kg/square centimetre

with wood like finish having 3 numbers of 12 gauge

M.S. galvanized plates on vertical members for

fixing hinges with 4 numbers of threaded holes in

each plate, 2 numbers of 12 mm dia. holes on

horizontal top members for tower bolts, 2 numbers

of 16 mm dia. holes on vertical members for fixing

Aldrop or Tadi, 3 numbers of M.S. galvanized heavy

duty hinges with 12 numbers G.I.. machine screws

of 3/16" x 3/8", 6 numbers of M.S. galvanized

specially designed hold fast anchored with tor steel

bars of vertical members etc. complete (with all

lead), Excluding painting to the frame)

Deleted

60

Completed Labour

Item No.&

Item code




4

Spec. Kg. 524.00 242.00

5

Spec. Sq.M. 465.00 46.00

6

Spec. Sq.M. 4317.00 76.00

7

Spec. R.M. 362.00 24.00


Providing and fixing anodized 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 IS std. & detailed drawing etc. complete.

(Sample to be got approved from Ex. Engineer

before use)


Providing and making of Alluminium frame works

with all necessary Alluminium sections, fixtures and

fastening required screws and nuts etc. of IS Std.

for outer frames, shutter frames using for Doors,

windows and cupboards. (Only weight of Alluminium

section) without powder coating, without wooden

filler etc. complete.

Providing and applying coloured powder coating to

the Alluminium section as per details given or

direction etc. complete. (Colour sample to be got

approved from Ex. Engineer before use)


Providing and fixing Sintex or equivalent door

frames made out of rigid PVC hollow, section

DWUF-412 of size 38 mm x 32 mm with steel

reinforcement ST-33 of size 14 x 33 mm, machine

cut and welded and tie rod at the bottom including

fixing 100 mm long expandable screws in required

number with wooden plugs fixed in walls as

holdfasts and remaking damaged surface etc.

complete. (For Toilet Blocks & Windows)


61

Completed Labour

Item No.&

Item code




8

Spec. R.M. 391.00 24.00

9

Spec. R.M. 571.00 23.00

10

Spec. R.M. -- --

11

Bd. T. -7 Sq.M. 4601.00 845.00Spec. No.:BdT.-7. Page No.481


frames made out of rigid PVC hollow section DWUF-

405 of size 48 mm x 40 mm with steel reinforcement

ST-22 of size 22 x 18 mm, machine cut and welded

and tie rod at the bottom including fixing 100 mm

long expandable screws in required number with

wooden plugs fixed in walls as holdfasts and

remaking damaged surface etc. complete. (For

Toilet Blocks)



frames made out of rigid PVC hollow section BLR-

53 of size 60 mm x 53 mm with steel reinforcement

ST-53 of size 27 x 20 mm, machine cut and welded

and tie rod at the bottom including fixing 100 mm


wooden plugs fixed in walls as holdfasts and

remaking damaged surface etc. complete. (For

Internal Rooms)


Door Shutters

Providing and fixing of PVC make frame choukhat

having size 53 x 60 mm. The choukhat will be

attached to the wall with the help of screws. The

choukhat will be filled with solid polymer material in

all voids necessary for fixing the screws.


Providing and fixing C.C.T.W. double leaf second

class fully panelled door shutter without fanlight

adopting sections and sizes as given in the standard

specifications Volume II (1981) or as per detailed

drawing, including Iron oxidized / alluminium with

powder coating fixtures and fastenings and finishing

the wood work with one coat of primer etc.

complete. (without frame)

62

Completed Labour

Item No.&

Item code




12

Bd. T. -8 Sq.M. 4323.00 898.00

13

Bd. T. -7

a) with commercial veneers on both sides Sq.M. 3469.00 859.00

b) Sq.M. 3356.00 859.00

14

Bd. T. -8 Sq.M. 2948.00 859.00

providing and fixing C.C.T.W. single leaf for second

class fully paneled door shutter without ventilator

adopting sections and sizes as given in the standard

specifications Volume II (1981) or as per detailed

drawing, including Iron oxidized/ alluminium with

powder coating fixtures fixtures and fastenings and

finishing the wood work with one coat of primer etc.

complete. (Without frame)


Providing and fixing double leaf panelled door

shutter 35mm thick as per detailed drawings

consisting of C.C.T.W. vertical styles and top rail

and frizer rails of 100 x 35 mm and lock rail 160 x

35 mm and bottom rail 250 x 35mm and panels - 12

mm thick 3 layered flat pressed teak wood particle

board bonded with B.W.P. type exterior grade

phenol formaldehyde synthetic resin ___

(conforming to I.S. 3097-1980) including Iron

oxidized/ alluminium with powder coating fixtures

and fastenings and T.W.. beading at junctions of

panels inserted including finishing with one coat of

primer etc. complete. (sample to be got approved

form Ex. Engineer before use).


with one side decorative teak-wood faced

veneer and other side commercial ply

Providing and fixing single leaf panelled door

shutter 35mm thick as per detailed drawing

consisting of C.C.T.W. styles, top rail, frieze rail of

100 x 35 mm and inserting panels of 12 mm thick

teak wood particle board bonded with phenol formal

dehyde synthetic resin grade generally conforming

to I.S.. 3097-1980 including iron oxidized/

alluminium with powder coating fixtures and

fastenings and finishing with one coat of wood

primer etc. complete. (without frame).


63

Completed Labour

Item No.&

Item code




15

Bd. T. -11 Sq.M. 3842.00 859.00

16

Bd. T. -12 Sq.M. 3390.00 859.00

17

Bd. T. -21 Sq.M. 3312.00 614.00

18

Bd. T. -22 Sq.M. 3181.00 598.00

Providing and fixing C.C.T.W. double leaf 22 mm

thick second class plain planked door shutter

without ventilator adopting sections and sizes as

given in the standard specifications Volume II

(1981) or as per detailed drawings, including Iron


and fastenings and finishing the wood work with one

coat of primer etc. complete. (Without frame)



class partly paneled partly glazed door shutter



(1981) or as per detailed drawing, including Iron

oxidized fixtures / alluminium with powder coating

fixtures and fastenings and finishing the wood work

with one coat of primer etc. complete. (Without

frame)


Providing and fixing C.C.T.W. single leaf second

class partly panelled partly glazed door shutter



(1981) or as per detailed drawing, including Iron





Providing and fixing C.C.T.W. single leaf 22 mm

thick for second class plain planked door shutter



(1981) or as per detailed drawings, including Iron





64

Completed Labour

Item No.&

Item code




19

Bd. T. -23 Sq.M. 3312.00 614.00

20

Bd. T. -24 Sq.M. 3197.00 617.00

21

Bd. T. -27 Sq.M. 2695.00 915.00

22

Bd. T. -28 Sq.M. 2699.00 687.00


class 22mm thick false paneled door shutter without

fanlight, fixing 10 mm thick scantling to give

appearance of panels as per detailed drawing

including Iron oxidized/ alluminium with powder

coating fixtures & fastening and finishing the wood

work with one coat of primer etc. complete. (Without

frame)


Providing and fixing C.C.T.W. single leaf 22mm

thick false paneled door shutter without fan light,

fixing 10 mm thick scantling to give appearance of

panels as per detailed drawing including iron

oxidized / alluminium with powder coating fixtures &

fastening and finishing the wood work with one coat

of primer etc. complete. (Without frame)


Providing and fixing C.C.T.W. single swing shutter

part size paneled as per detailed drawings,

including double acting brass spring hinges and

finishing with French polishing etc. complete.

(Without frame)


Providing and fixing 25 mm thick C.C.T.W. single

swing shutter part size panelled with obscured glass

as per detailed drawings or as approved, including

double acting brass spring hinges and finishing with

French polishing etc. complete. (Without frame)


65

Completed Labour

Item No.&

Item code




23

Sq.M. 2570.00 306.00

24

Sq.M. 2357.00 335.00

Providing and fixing sintex or equivalent single leaf

door shutter of approved colour made out extruded

rigid PVC hollow section DWUF-305 shutter frame

of size 26 x 47 mm having double wall construction

as vertical styles, top and bottom rails and middle

locks rail of size 26 x 94 mm and the panel in fill

SPUF-105 multichamber hollow plastic section of

size 12 x 150 mm joined each other by tongue and

groove interlocking systems 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 x 200

mm including synthetic metal fixtures and

fastenings, remaking damaged surface etc.

complete. (Without Door frame)

As directed by Engineer-in-charge






locks rail of DWUF-312 of size 24 x 100 mm and

the panel in fill SPUF-101 multichamber hollow

plastic section of size 20 x 200 mm joined each

other by tongue and groove interlocking systems

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 x 200 mm including synthetic metal fixtures and




66

Completed Labour

Item No.&

Item code




25

Sq.M. -- --

26

Bd. T. -34

a) with mortise lock Sq.M. 2769.00 332.00

b) without mortise lock Sq.M. 1846.00 185.00

27

Spec. Sq.M. 545.00 256.00






locks rail of size 33 x 94 mm and the panel in fill

SPUF-101 multichamber hollow plastic section of

size 20 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 x 200

mm including synthetic metal fixtures and




Flush Door Shutter

Providing and fixing solid core flush door shutter in

single leaf of 35 mm thick, decorative type of

exterior grade as per detailed drawing without

veneer, all necessary beads, moulding and lipping,

brass oxidized / alluminium with powder coating

fixtures & fastenings _______, chromium plated

handles on both sides and finishing with French

polishing etc. complete. (Without frame)


Providing and fixing 24 gauge plain Aluminiumum

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 doors shutter

and frame etc. complete as directed or as per

detailed drawing.


67

Completed Labour

Item No.&

Item code




28

Spec.

a) with 1.5mm thick P.V.C.. Sheets Sq.M. 2054.00 205.00

b) with 0.80mm thick G.I. Sheets Sq.M. 2354.00 235.00

29

Spec. Sq.M. 1840.00 92.00

30

Spec. Sq.M. 4302.00 92.00


Providing and fixing 30 mm thick single leaf door

shutter of approved quality and make of ----------------

---- sheets on both sides filled with 'PUF' (Poly

urethene foam) with three numbers of bright

finished brass butt hinges (100 x 70 x 4 mm size)

with brass screws, M.S. oxidized fixtures and

fastenings such as one number of 16 mm dia. and

300 mm long aldrop, one number of 250 x 25 x

5mm door latch, two numbers of 100 mm and 200

mm long tower bolts and two numbers of 100 mm

size handles and finished with one coat of approved

primer etc. complete.. (Excluding shutter frame)

Providing and fixing PVC multi leaf door shutter of

approved colour / lamination made out of extruded

rigid PVC hollow section PW2459 shutter frame of

size 24 x 59 mm having double wall construction as

vertical styles, top & bottom rails and middle lock

rails of size 24 x 100 mm and the panel in

PW20200 multi chamber hollow plastic section of

size 20 x 200 joined each other by tongue and

groove interlocking system duty inserted in shutter

frames and all shutter frames, lock rails, styles

reinforced by polymer inserted inside for fixing of

hinges, aldrops, tower bolts and baby latch etc. All

corners should be machine cut joined each other by

metal screw after inserting rigid L bracket PVC

reinforced of size 100 x 200 mm including synthetic

metal / alluminium with powder coating, fixtures and

fastenings remarking , damage surface etc.

complete.


Providing and fixing fibre glass reinforced polyster

door (FRP Door ) shutter 30 mm thick confarming to

i.s. 4020 ( 1 to 7 ) 1994 without ventilator including

iron oxidised fixturesfastering etc. complete. (

without Door frame )


Deleted

68

Completed Labour

Item No.&

Item code




31

Spec. Sq.M. 2022.00 92.00

32

Spec. Sq.M. 2350.00 124.00

33

Bd. T. -55 Sq.M. 2212.00 167.00

Providing and fixing rolling steel shutter fabricated

from 18/20 gauges steel laths with side guides,

bottom rail, brackets, door suspension shaft,

including rolling springs, locking arrangement and

housing box at the top with one coat of red lead



Providing and fixing PVC Twin paneled single leaf

door shutter of approved colour / lamination made

out of extruded rigid PVC hollow section PW2459

shutter frame of size 24 x 59 mm having double wall

construction as vertical styles, top & bottom rails

and middle lock rails of PW24100H of size 24 x 100

mm and the panel in PW20610 multi chamber

hollow plastic section of size 20 x 610 mm duty

inserted in shutter frames, lock rails, styles

reinforced by polymer inserted inside for fixing of

hinges, aldrops, tower bolts and baby latch etc. All

corners should be mitre cut joined each other by

metal screw after inserting rigid L bracket PVC

reinforced of size 100 x 200 mm including synthetic

metal / alluminium with powder coating, fixtures and

fastenings remarking , damage surface etc.

complete.

Providing and fixing PVC Twin paneled single leaf

door shutter of approved colour / lamination made

out of extruded rigid PVC hollow section PW2459

shutter frame of size 24 x 59 mm having double wall

construction as vertical styles, top & bottom rails

and middle lock rails of size 29 x 100 mm and the

panel in PW20710 multi chamber hollow plastic

section of size 25 x 710 mm duty inserted in shutter

frames, lock rails, styles reinforced by polymer

inserted inside for fixing of hinges, aldrops, tower

bolts and baby latch etc. All corners should be

machine cut joined each other by metal screw after

inserting rigid L bracket PVC reinforced of size 100

x 200 mm including synthetic metal / alluminium

with powder coating, fixtures and fastenings

remarking , damage surface etc. complete.



69

Completed Labour

Item No.&

Item code




34

Bd. T. -56 Sq.M. 2561.00 180.00

35

Bd. T. -56 Sq.M. 2436.00 158.00

36

Bd. T. -57 Sq.M. 2180.00 235.00

37

Bd. T. -42 a) Ventilator Sq.M. 2542.00 752.00

Bd. T. -42 b) Fanlight Sq.M. 2034.00 752.00

Spec.No.:BdT.-4 Page No.479& BdT.-42 Page No. 503




including rolling springs, locking arrangement

including 3 ball bearings and housing box at the top

with one coat of red lead primer etc. complete.





including rolling springs, locking arrangement and

mechanical gear operation arrangement and one

coat of red lead primer etc. complete.


Providing and fixing collapsible steel gate in two

leaves with channel pickets, pivoted flat bars,

including top and bottom guide rollers, stoppers,

handles, all fittings and accessories, locking

arrangement and applying one coat of red lead



Ventilators

Providing and fixing C.C.T.W. second class fully

glazed ............. rectangular in shape adopting

sections and sizes as given in Standard

Specifications Volume II (1981) or as per drawing,

including iron oxidized / alluminium with powder

coating, fixtures and fastening and finishing the

wood work with one coat of primer etc. complete.

(Without frame and mild steel bar)

70

Completed Labour

Item No.&

Item code




38

Spec. Sq.M. 1903.00 240.00

39

Spec. Sq.M. 2182.00 253.00

40

Bd. T. -42

a) 25mm thick Sq.M. 2296.00 825.00

b) 30mm thick Sq.M. 2828.00 825.00

41


Providing and fixing in position aluminium louvered

windows/ ventilators (IS std.) of various sizes with

powder coating as per detailed drawings and

specifications including aluminium frames 80 x 38

mm box type 5 mm thick sheet glass louvers, clips /

rubber plain P.V.C.. gaskets of approved quality etc.

complete.. (Sample to be got approved from Ex.

Engineer before use)

Providing and fixing steel louvered windows /

ventilators (IS std.) 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

including finishing with one coat of primer and two

coats of oil painting etc. complete. (Sample to be

got approved from Ex. Engineer before use)



Windows

Providing and fixing C.C.T.W. ____ double leaves

second class windows (fully glazed) adopting

sections and sizes as given in standard

specifications Volume II (1981) with plain observed

glass shutters without ventilators / fanlights as per

detailed drawings, including iron oxidized /


fastenings and finishing the wood work with one

coat of primer etc. complete. (Without frame and

mild steel bars)

Spec. No.:BdT.-42 Page No.503

Providing and fixing C.C.T.W. louvered windows

with teak wood frame 60 x 100 mm and glass

louvers of approved quality with 16 mm dia mild

steel bars between louvers, including finishing wood

work and iron with one coat of primer etc.. complete

.

71

Completed Labour

Item No.&

Item code




42

Bd. T. -45 Sq.M. 2739.00 728.00

43

Bd. T. -53 Sq.M. 2893.00 209.00

44


Providing and fixing C.C.T.W. double leaves second

class window with paneled shutters 35 mm thick

with panels 25 mm thick without ventilator / fanlights

as per detailed drawings, including iron oxidized/


fastening and finishing the wood work with one coat

of primer etc. complete . (Without frame)


Providing and fixing steel windows of various sizes

as per detailed drawings with 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 etc. complete.


before use)


Providing and fixing steel windows of various sizes

as per detailed drawings with welded square bars

12 mm at 10cm centre to centre with hot dip zinc

coating without/with ventilator including fabrication,

glazing with 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 etc.

complete. (Sample to be got approved from Ex.

Engineer before use)

72

Completed Labour

Item No.&

Item code




45

Spec.

a) Double leaf without ventilator Sq.M. 3958.00 396.00

b) Double leaf with ventilator Sq.M. 4159.00 416.00

c) Double leaf with Double leaf ventilator Sq.M. 4686.00 468.00

d) Tripple leaf with Tripple leaf ventilator Sq.M. 4865.00 486.00

46

Spec. Sq.M. 5534.00 686.00

made of EPDM with specially sleeted screws and

fasteners as approved by the Engineer in charge

including fixing glass 4 mm thick guard bars 12 mm

square bars hold fast, fixing in position, filling gaps

all around window after conveying to alf lifts and

leads etc. complete. (Prior approval from S.E.'s

essential)

Providing and fixing steel windows-------------- made

from preprinted cold rolled corrosion resistance

steel profiles of required size and shape as per

drawing and as directed by the Engineer in charge

conforming to is 513 properly glavanised having

zinc coating minimum 150 GSM conforming to IS

277 pretreated and phosphated coated with epoxy

primer having thickness 5 to 7 microns properly

baked, finally coated with polyester paint 12 to 16

micron thickness and baked properly, protected with

ployethelene film to avoid damages durig handling

including cotmer buckets, stiffener plates, hardware

made of CRCA with zinc phosphating or powder

coated high grade aluminum components, glass

filled nylon joinery, high LTV resistance gaskets



Providing and fixing in position anodized extruded

aluminium openable window of outer frame size 53

x 57mm (or as required size with proportionate

change in weight) of average weight @

1.118kg/Rmt and shutter of 53 x 57mm (or as

required size) of average weight of 0.30 kg/Rmt. (or

as required) with plain sheet glass 5.5mm thick with

neoprene/rubber gasket with hinges, locking

arrangement and wooden encasement wherever

necessary etc. complete as directed by Engineer-in-

charge.

73

Completed Labour

Item No.&

Item code




47

Spec. Sq.M. 3219.00 543.00

48

Spec.

a) Two track Sq.M. 3078.00 628.00

b) Three track Sq.M. 5666.00 697.00

49

Spec. Sq.M. 937.00 189.00

Supplying and fixing in position anodized extruded

modular aluminium section ___ sliding windows

mounted on rectangular frame of size 63 x 38 x

2.00mm thick (1.054 kg/Rmt.) made up of two/three

track drain bottom section of size 61 x 45 x 1.3mm

thick (1.055 kg/Rmt.) and top and sides sections of

size 61 x 31 x 1.3mm thick (0.659 kg/Rmt.). The

shutter should be of bearing bottom of size 40 x 18

x 1.2mm thick (0.417 kg/Rmt.) top member of size

40 x 18 x 1.20mm thick (0.475 kg/Rmt.) Interlocking

section size of 43 x 27 x 1.30mm thick (0.558

kg/Rmt.) and handle section of size 43 x 18 x

1.30mm thick (0.424 kg/Rmt.) selected quality

5.5mm thick clear glass to be fixed in shutter with

neoprene gasket with approved quality PVC rollers

necessary locks handles PVC lining and wooden

encasement wherever necessary etc. complete as

directed by Engineer in charge.



moulded aluminium fixed glass panel window

having frame made out extruded tubular section of

size 63 x 38mm x 2.00mm thickness (wt. 1.054

kg/Rmt.) mechanically assembled at corners with

glazing, beading of angle 25 x 25 x 1.60mm thick

(wt 0.21 kg/Rmt.) including plain sheet glass 5.5mm

thick with rubber gasket and wooden encasement

wherever necessary etc. as per approved drawing

and specification etc. complete as directed drawing

and specification etc. complete as directed by

Engineer in charge.


Providing and fixing 16 mm dia. mild steel round

bars at 100 mm c/c to windows / ventilators /

fanlights, fixing mild steel flats 40 x 6 mm in frame,

cutting a recess to fit the flat exactly, including

drilling the holes to flats to pass the bars through it

25 mm inside in wooden frame including providing

two central flats of 40 x 6 mm by drilling holes. etc.

complete.


74

Completed Labour

Item No.&

Item code




50

Spec. Sq.M. 1133.00 261.00

51

Spec. Sq.M. 1296.00 262.00

52

Spec. Sq.M. 776.00 262.00

53

Spec. Sq.M. 2665.00 348.00

54

Spec. Sq.M. 2142.00 334.00






25 mm inside in wooden frame including providing

one central flats of 40 x 6 mm by drilling holes

including one coat of primer etc. complete. (when

bar length exceeds 45 cm and upto 75 cm)

Providing and fixing partition 4 mm thick Indian teak

veneer on both sides including C.C.T.W. frame of

70 x 35 mm at 60 cm C/C on both ways, including

finishing with French polishing etc. complete.

(without skirting)



Providing and fixing partition 4 mm thick Indian teak

veneer on one side and commercial type plywood

on the other side including C.C.T.W. frame of 70 x

35 mm at 60 cm C/C on both ways, including

finishing with French polishing to Veneer face and

oil painting / French polishing to other face

etc.complete. (without skirting)






25 mm inside in wooden frame without central mild

steel flats including providing one coat of primer etc.

complete. (No central flat to be provided upto 45 cm

bar length)


Providing and fixing 16 mm dia. mild steel bars to

window at 100 mm center to center, including one

coat of primer etc. complete. (without M.S. flats)


PARTITION


75

Completed Labour

Item No.&

Item code




55

Spec. Sq.M. 2075.00 246.00

56

Bd. T. -63 Sq.M. 1284.00 258.00

57

Bd. T. -63 Sq.M. 1425.00 256.00

58

Bd. T. -66 Sq.M. 1607.00 268.00


Providing and fixing partitions using 1.84 m height

and 12 mm thick teakwood one face particle and

other teak veneer bonded with phenol formaldehyde

synthetic resin including CTW vertical 70 x 70 mm

and top and bottom rail of 70 x 35 mm and covering

batten of 30 x 10 mm at 1.22 metre apart on both

ways or as directed including finishing with one coat

of primer etc. complete.


Providing and fixing country teakwood partly

veneered and partly glazed partition with C.C.T.W.

frame and vertical members of same size 70 x 35

mm frame at 60 cm centre to centre and, decorative

veneer of 4 mm thick panels including French

polishing etc. complete.


Providing and fixing partitions using 1.84 m height

and 12 mm thick teakwood particle board bonded

with phenol formal dehyde synthetic resin including

C.C.T.W. vertical 70 x 70 mm and top and bottom

rail of 70 x 35 mm and covering batten of 30 x 10

mm at 1.22 metre apart on both ways or as directed

including finishing with one coat of primer etc.

complete.

Providing and fixing partition using 1.84 metre

height and 12mm thick teak wood with both faces

teak veneer bonded with phenol formaldehyde

synthetic resin including C.C.T.W. vertical 70 x 70

mm and top and bottom rail of 70 x 35 mm and

covering batten of 30 x 10 mm at 1.22 metre apart

on both ways or as directed including finishing with

one coat of primer etc. complete.


76

Completed Labour

Item No.&

Item code




59

Spec. Sq.M. 2630.00 432.00

60

Spec. Sq.M. 3518.00 458.00

61

Spec. Sq.M. 3850.00 458.00

Providing, Supplying and fixing in position anodized

extruded aluminium partition having frame made of

aluminium extruded tubular section of size 65 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, fixed with aluminium glazing clips of size 12 x

12mm (conical) as per drawing etc. complete.


before use)


aluminium partitions, partly glazed and partly

laminated having frame made out of extruded

tubular section of size 40 x 60mm with 12 mm thick

three layered flat pressed teak wood particle board

bonded with BWP type‟ exterior grade

phenolformaldehyde synthetic resin conforming to

I.S.12823-1990, laminated on both sides and 5 mm

thick selected quality flat glass panels fixed with

aluminium glass clips 12 x 12 mm and rubber

cushioning beading to glass partition as per

approved drawing etc. complete. (Sample to be got

approved from Ex. Engineer before use)


Providing, supplying and fixing in position anodized

extruded aluminium partitions with both sides

laminated panels having frame made out of-

aluminium extruded tubular section of size 40 mm x

65 mm with 9 mm thick three layered flat pressed

teak wood particle board bonded with BWP type

exterior grade phenolformaldehyde synthetic resin

conforming to I.S.12823-1990, laminated on both

sides, fixed with aluminium glazing clips of size 12 x

12 mm as per approved drawing etc. complete.


before use)



77

Completed Labour

Item No.&

Item code




62

Spec. Sq.M. 1754.00 268.00

63

Spec. Sq.M. 1619.00 55.00

64

Spec. Sq.M. 1759.00 55.00

Providing and fixing partition using 1.84m height

and 12mm thick Prelaminated particle board (IS

12823-1990)(OSL)one side decor lamination and

other side balancing white paper bonded with

phenol formaldehyde synthetic resin confirmed to IS

3087-1985, including C.C.T.W vertical 70 x 70 mm

and top and bottom rail of 70 x 35 mm and covering

batten of 30 x 10 mm at 1.2m apart on both ways or

as directed including finishing with one coat of prime

coat complete. (Excluding fixtures & fastening)


Providing and fixing partition using 1.84m height

and 12mm thick Prelaminated particle board (IS

12823-1990)(BSL) both side decor lamination and

bonded with phenol formaldehyde synthetic resin

confirmed to IS 3087-1985 including CTW vertical

70 x 70 mm and top and bottom rail of 70 x 35 mm

and covering batten of 30 x 10 mm at 1.2m apart

on both ways or as directed including finishing with

one coat of prime coat complete. (Excluding fixtures

& fastening)


Providing and fixing sintex or equivalent partitions

partly glazed made out of rigid PVC extruded hollow

section BLR-53 of size 60 x 53 mm with steel

reinforcement ST-27 of size 27 x 20 mm, panel in fill

in approved colour of SPUF 105 plain multi

chamber hollow plastic section of size 12 x 150 mm

joined each other by tongue and groove interlocking

system fixed by sanp fit AL-15 of size 15 x 23 bead

section and clear vision plain glass 5 mm thick fixed

by snap fit GL-31 of size 30 x 23 mm bead section

inserted with EPDM gasket, including fixing 100 mm


wooden plugs fixed in walls as holdfasts, remaking

food the damaged surface etc. complete.


78

Completed Labour

Item No.&

Item code




65

Spec. Cu.M. 69604.00 7560.00

66

Spec. Sq.M. 493.00 69.00

67

Spec. Sq.M. 2050.00 205.00

68

Spec. Sq.M. 293.00 68.00

69

Spec. Sq.M. 432.00 55.00

Providing and fixing 22 B.W.G.. plain galvanized

iron sheets on top of weather shed, including

scaffolding, fixing by means of nut and bolts or as

directed etc. complete. (Brackets of 70 x 45 mm to

be paid separately)

WEATHER SHEDS

Providing and fixing in position C.C.T.W. brackets

for weather shads of section 70 x 45 mm with

mortise and tenon joinery at 1.2 to 1.5 metre center

to center or as directed and teak wood battens of

required section, including fixing three numbers of

iron nut and bolts to each bracket, necessary

scaffolding and two coats of painting to wood work

etc. complete.



Providing Fibre reinforced plastic Weather shed,

comprising of stainless FRP sheet (of IS std.) of

thickness 2.5 to 3 mm with adequate reinforcement

at edges moulded to the shape as per approved

drawing including scaffolding, fixing with GI screws

etc. complete.( with the prior permission of S.E.)


Providing and fixing 4 mm thick plain A.C. sheets (of

IS std.) 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 x 45 mm to be paid separately).



Replacing by providing and fixing 3 mm thick plain

sheet glass panels to doors and windows etc.,

including putty etc. complete.

79

Completed Labour

Item No.&

Item code




70

Spec. Sq.M. 455.00 55.00

71

Spec. Sq.M. 390.00 76.00

72

Spec. Sq.M. 605.00 55.00

73

Spec.

a) 3mm thick Sq.M. 710.00 62.00

b) 5mm thick Sq.M. 1260.00 62.00

74

Spec. Sq.M. 1377.00 198.00

75

Spec. Sq.M. 837.00 37.00

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 panels to doors/windows including

providing and fixing clips, putty etc. complete.


before use)

Providing and fixing C.C.T.W. skirting 20 mm thick,

including necessary beading, rounding, French

polishing etc. complete.

Providing and fixing Acrylic plastic sheet (of IS std.)

panels of approved quality in required thickness 3

mm plain, clear or any colour or obscured linings in

lieu of glass panels to doors/windows including

providing and fixing clips, putty etc. complete.


Replacing by providing and fixing 3 mm thick ribbed

glass panels to doors and windows etc., including

putty etc. complete.


Providing and fixing clear / frosted glass panels

3mm thick for all size including putty, C.C.T.W.

beading etc. complete.




Providing and fixing C.C.T.W. runner size 150 x 75

mm over partition, including rounding, fixing in the

masonry where necessary beading on sides etc.

complete.


80

Completed Labour

Item No.&

Item code




76

Spec. As directed by Engineer-In-Charge. R.M. 89.00 22.00

77

Bd. T. -38

a) 75x25mm Sq.M. 180.00 20.00

b) 50x25mm Sq.M. 187.00 20.00

c) 25x25mm Sq.M. 262.00 20.00

d) 50x50mm Sq.M. 159.00 20.00

78

Bd. T. -39

a) 25mm XPM. Sq.M. 140.00 18.00

b) 20mm XPM. Sq.M. 168.00 18.00

79

Spec. Sq.M. 2056.00 291.00


Providing and fixing aluminium grill as per AL-104

section approved by AIAGMA decorative of various

sizes as per detail drawing and specification etc.

complete. (Prior permission to be obtained from

S.E. before execution )


Providing and fixing C.C.T.W. cover moulding 45 x

20 mm over doors and windows in the required

shape & size as per drawing, including all

mouldings and finishing with French polishing etc.

complete.

Providing and fixing welded mesh of _____ and

2.54 mm thick (12 gauge) to teak wood frame work

as per detailed drawings or as directed, including

iron fastenings, one coat of primer, scaffolding etc.

complete. (Frame work of 70 x 45 mm and covering

battens of 45 x 10 mm to be paid separately)


Providing and fixing ______ of 2.54 mm thick (12

gauge) to teak wood frame work as per detailed

drawing or as directed including iron fastenings, one

coat of primer, scaffolding etc. complete. (Frame

work of 70 x 45 mm and covering battens of 45 x 10

mm to be paid separately)

Deleted

81

Completed Labour

Item No.&

Item code




80

Spec. R. M. 389.00 86.00

81

Spec. R. M. 440.00 86.00

Providing and fixing factory made polyvinyl chloride

(PVC) Door Frame in plain colour of the size 50 x

47mmwith a wall thickness of 5mm, made out of

extruded 5mm PVC sheet, mitre cut at two corners

and joined with 2nos. of 150mmlong brackets of

15mmx15mm M.S. square tube. The two vertical

door profiles are to be reinforced with 19mmx19mm

M.S. Square tube of 19 gauge, EPDM rubber gasket

weather seal to be provided through out the frame.

The door frame shall be fixed to the wall

using65/100mm long M.S. Screws through the

frame by using PVC fasteners. A minimum of 4nos.

of screws to be provided for each vertical member &

minimum 2nos. for horizontal member etc. complete

as per specification and direction of Engineer-in-

Charge.


Providing and fixing factory made polyvinyl chloride

(PVC) Door Frame in Prelaminated colour of the

size 50 x 47mmwith a wall thickness of 5mm, made

out of extruded 5mm PVC sheet, miter cut at two

corners and joined with 2nos. of 150mmlong

brackets of 15mmx15mm M.S. square tube. The

two vertical door profiles are to be reinforced with

19mmx19mm M.S. Square tube of 19 gauges,

EPDM rubber gasket weather seal to be provided

through out the frame. The door frame shall be fixed

to the wall using65/100mm long M.S. Screws

through the frame by using PVC fasteners. A

minimum of 4nos. of screws to be provided for each

vertical member & minimum 2nos. for horizontal

member etc. complete as per specification and

direction of Engineer-in-Charge.


82

Completed Labour

Item No.&

Item code




82

Spec. Sq.M. 2700.00 387.00

83 Providing and fixing 30mm thick FACTORY MADE

BOTH SIDE PRELAM SOLID PANEL PVCDOOR

SHUTTER consisting of frame made out of M.S.

tubes of 19 gauge thickness and size of 19mm x

19mm for stiles, top& bottom rails. M.S. frame shall

have a coat of steel primers of approved make and

manufacture. M.S. frame covered with 5mmthick

heat moulded “Rajshri” Prelam PVC „C‟ channel of

size 30mm thickness, 70mm width out of which

50mm shall be flat and 20mm shall be tapered in

450 angle on either side forming stiles; and 5mm

thick, 95mm wide Prelam PVC sheet out of which

75mm shall be flat and 20mm shall be tapered in

450 on the inner side to form top and bottom rail

and 115mm wide Rajshri Prelam PVC sheet out of

which 75mm shall be flat and 20mm shall be

tapered on both sides to form lock rail. Top, bottom

and lock rail shall be provided either side of the

panel. 10mm (5mm x 2) thick, 20mm wide cross

PVC sheet shall be provided as gap

Providing and fixing 30mm thick FACTORY MADE

SOLID PANEL PVC DOOR SHUTTER consisting of

frame made out of M.S. tubes of 19 gauge

thickness and size of 19mm x 19mm for stiles &

15mm x 15mm for top& bottom rails. M.S. frame

shall have a coat of steel primers of approved make

and manufacture. M.S. frame shall be covered with

5mm thick heat moulded PVC „C‟ channel of size 30

x 50mm forming stiles, and 5mm thick, 75mm wide

PVC sheets for top rail, lock rail & bottom rail on

either side, and 10mm (5mm x 2) thick, 20mm wide

cross PVC sheet as gap insert for top rail & bottom

rail. Paneling of 5mm thick PVC sheet to be fitted in

the M.S. frame welded / sealed to the stiles & rails

with 30mm wide x 5mm thick PVC sheet beading on

either side, and joined together with solvent cement

adhesive etc. An additional 5mm thick PVC strip of

20mm width is to be stuck on the interior side of the

„C‟ Channel using PVC solvent cement adhesive.

complete as per drawing &direction of Engineer-in-

charge, As directed by Engineer-In-Charge.

83

Completed Labour

Item No.&

Item code




Spec. Sq.M. 3297.00 387.00

84

Spec. Sq.M. 3558.00 338.00

85

Spec. Sq.M. 1672.00 275.00

Providing and fixing 35mm thick factory made

Moulded door shutter consisting of solid core single

leaf Flush Door of 30mm thickness, lipped with

15mm (5mm x 3) thick x 30mm width on one stiles

and top rails & 10mm (5mm x 2) thick x 30mm width

on the other stiles & bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof

and fire resistant moulded PVC Sheet with 2, 4, 6

raised panel design in different plain colours on one

side after routing the Moulded design on flush door

& 2mm plain PVC sheet on other side using rubber

adhesive on flush door &solvent cement adhesive

on the PVC lipping etc. complete as per direction of

Engineer-in-charge, manufacturer‟s specification

and drawing.

Providing and fixing factory made (Poly Vinyl

Chloride) PVC Chajja PVC Shed 12 mm thickness

or required colour and size; design made by PVC

Sheet in single piece, having smooth gradual slope

curvature for easy driange of rain water and duly

reinforced vertically by 5 Nos. at equal distance of

12 mm PVC Sheet and one piece of Chajja fixed

with 100mmx8mm anchor fastener screws to be

fixed at a gap of every 8 inches etc. complete as per

direction of Engineer-in-charge and manufacture's

certification and drawing.




insert for top rail & bottom rail. Paneling of 5mm

thick both side Prelam PVC sheet to be fitted in the

M.S. frame welded / sealed to the stiles & rails with

7mm (5mm+2mm) thick x 15mm wide PVC sheet

beading on inner side, and joined together with

solvent cement adhesive etc. An additional 5mm

thick PVC strip of 20mm width is to be stuck on the

interior side of the „C‟ Channel using PVC solvent

cement adhesive etc. complete as per

manufacturer‟s specification & drawing. direction of

Engineer-in-charge,

84

Completed Labour

1

Bd. U. -1 Sq.M. 961.00 55.00

2

Bd. U. -1 Kg. 61.00 6.00

3

Bd. U. -2

a) 15 kg. Sq.M. 1614.00 146.00

b) 20 kg. Sq.M. 1942.00 146.00

c) 25 kg. Sq.M. 2398.00 146.00

d) 30 kg. Sq.M. 2731.00 146.00

e) 35 kg. Sq.M. 3100.00 146.00

Providing and fixing mild steel grill railing weighing

___ kg per Sq.M. with C.C. teak wood hand rail of

size 75 x 60 mm and sill of 75 x 25 mm for

staircase, and verandah including fabricating,

fixtures, erecting, painting grill work with one coat of

anticorrosive paint and polishing the sill, hand rail

with French polishing etc. complete.

Spec. No.:BdU.-2 Page No.537

Providing and fixing mild steel grill work for

windows, ventilators weighing 15.00 kg per Sq.M.

as per drawing, including necessary fixtures,

welding and painting with one coat of anti-corrosive

paint etc. complete.


Add for extra weight or deduct for less weight per

kg. for fabricating such as cutting, shaping, riveting

etc. mild steel for grill works including welding etc.

complete.


Bd - U : Iron Work

Item No.&

Item code




Deleted

Deleted85

Completed Labour

1

Bd. V. -5

A) Medium type.

R.M. 179.00 62.00

R.M. 205.00 62.00

R.M. 248.00 62.00

R.M. 287.00 62.00

R.M. 349.00 62.00

B) Heavy type.

R.M. 229.00 62.00

R.M. 253.00 62.00

R.M. 341.00 62.00

R.M. 365.00 62.00

R.M. 418.00 62.00

d) 32mm dia.. (outer dia.42.40 mm & weight 3.24

kg./ Rmt..)

e) 40mm dia.. (outer dia.. 48.30 mm & weight 3.73

kg./ Rmt..)

Bd - V : Water Supply and Sanitary Fittings

Item No.&

Item code




Providing and laying in trenches--------mm. dia. of

approved Galvanized Iron pipe having embossed at

every meter the ISI mark and name of

manufacturer, having ............ mm outer diameter

and ........... kilogramme per metre weight with

screwed sockets, joints, and necessary galvanized

iron fittings such as backnuts, elbows, bends, tees,

reducers, enlargers, plugs, etc. including providing

and applying two coats of oil paint with one coat of

primer and necessary excavation and backfilling

complete including removing existing pipe if

necessary & conveying & stacking in P.W.D.

chowky or as directed etc. complete.

Spec. No.:BdV.-5 Page No.551

a) 15mm dia.. (outer dia.. 21.32 mm & weight

1.27 kg./ Rmt..)

b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.64

kg./ Rmt..)

c) 25mm dia.. (outer dia.. 33.70 mm & weight 2.52

kg./ Rmt..)

a) 15mm dia.. (outer dia.. 21.32 mm & weight 1.50

kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)

Deleted

86

Completed Labour

Item No.&

Item code




R.M. 444.00 62.00

R.M. 739.00 62.00

R.M. 1125.00 79.00

2

Bd. V. -5

A) Medium type.

R.M. 192.00 44.00

R.M. 214.00 44.00

R.M. 254.00 44.00

R.M. 304.00 44.00

R.M. 335.00 44.00

R.M. 428.00 46.00

R.M. 614.00 46.00

R.M. 734.00 46.00


kg./ Rmt..)


kg./ Rmt..)

f) 50mm dia.. (outer dia.. 60.30 mm & weight 6.33

kg./ Rmt..)

g) 80mm dia.. (outer dia.. 88.90 mm & weight

10.31 kg./ Rmt..)

h) 100mm dia.. (outer dia.114.30 mm & weight

15.15 kg./ Rmt..)

Providing and laying on walls / ceiling / floors __mm

diameter approved ___ Galvanized Iron pipe having

embossed at every meter the ISI mark and name of

manufacturer, having__mm outer diameter and __

kilogramme per metre weight with screwed sockets,

joints, and necessary galvanized iron fittings such

as backnuts, elbows, bends, tees, reducers,

enlargers, plugs, etc. including necessary drilling in

holes in walls/slabs etc. and remaking good the

demolished portion to restore the same in original

condition neatly and applying primer and two coats

of oil painting including necessary scaffolding

including removing existing pipe if necessary &

conveying & stacking in P.W.D.. chowky or as

directed etc. complete.



kg./ Rmt..)

h) 80mm dia.. (outer dia.. 88.90 mm & weight 8.70

kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)

g) 65mm dia.. (outer dia.. 74.75 mm & weight 6.95

kg./ Rmt..)

87

Completed Labour

Item No.&

Item code




B) Heavy type.R.M. 255.00 46.00

R.M. 254.00 48.00

R.M. 298.00 48.00

R.M. 335.00 48.00

R.M. 390.00 60.00

R.M. 436.00 60.00

R.M. 857.00 60.00

R.M. 1117.00 60.00

3

Spec.

a) 15mm. Diameter R.M. 46.00 10.00

b) 20mm. Diameter R.M. 56.00 10.00

c) 25mm. Diameter R.M. 76.00 10.00

d) 32mm. Diameter R.M. 91.00 10.00

e) 40mm. Diameter R.M. 106.00 10.00

f) 50mm. Diameter R.M. 122.00 10.00

h) 60mm. Diameter R.M. 148.00 10.00

Providing and fixing in position-------------- Ultra

Violet stabilized UPVC plumbing pipes of specified

outer diameter required standard thickness

confirming to I.S.. 4985, including necessary fittings

confirming to I.S.. 7834, such as P.V.C.. bends,

vees, reducers, clamps, plugs etc. necessary

excavation trench, refilling, necessary drilling holes

in walls / slab, and making the good the surface etc.

complete. (For 10.00 Kg/Sq.cm.. pressure)(

including defect liability period and bond for three

years.)



kg./ Rmt..)


kg./ Rmt..)

g) 80mm dia.. (outer dia.. 88.90 mm & weight

10.31 kg./ Rmt..)

h) 100mm dia.. (outer dia.114.30 mm & weight

15.15 kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)


kg./ Rmt..)

88

Completed Labour

Item No.&

Item code




4

Bd. V.6-7

A) with brick masonary chamber

i) 15mm. diameter water meter No. 2952.00 127.00

ii) 20mm. diameter water meter No. 3598.00 127.00

iii) 25mm. diameter water meter No. 4338.00 156.00

B) without brick masonary chamber

i) 15mm. diameter water meter No. 1625.00 127.00

ii) 20mm. diameter water meter No. 2213.00 127.00

iii) 25mm. diameter water meter No. 2768.00 150.00

5

Bd. V. -8

a ) 15mm. Diameter No. 200.00 33.00

b) 20mm. Diameter No. 251.00 33.00

c) 25mm. Diameter No. 367.00 33.00

6

Bd. V. -9

a) 15mm. Diameter No. 219.00 33.00

b) 20mm. Diameter No. 294.00 33.00

c) 25mm. Diameter No. 390.00 37.00

d) 32mm. Diameter No. 430.00 40.00

e) 40mm. Diameter No. 556.00 43.00

f) 50mm. Diameter No. 617.00 46.00

g) 65mm. Diameter No. 667.00 48.00

h) 80mm. Diameter No. 705.00 49.00

Providing and fixing ------mm.dia. screw down

wheeled stop tap of steel with chromium plating of

approved quality and make bearing I.S.I. mark,

including sockets, union nut complete.


Providing and fixing approved and tested water

meter bearing I.S.I. mark with non return valve

including strainer, sockets, union nut and

construction ______ of required and adequate size

with M.S. fabricated frame and mild steel hinged

cover with locking arrangement and lock etc.

complete.

Spec. No.:BdV.-6 & 7 Page No.553

Providing and fixing ___ mm dia. screw down

bib/stop tap of brass of approved quality and make,

including necessary sockets, union nut, testing etc.

complete.


89

Completed Labour

Item No.&

Item code




7

Bd. V. -10

a) 15mm. Diameter No. 1131.00 33.00

b) 20mm. Diameter No. 1155.00 33.00

c) 25mm. Diameter No. 1195.00 33.00

8

Bd. V. -11

a) 15mm. Diameter No. 383.00 33.00

b) 20mm. Diameter No. 449.00 33.00

c) 25mm. Diameter No. 492.00 33.00

9

Bd. V. -14 No. 239.00 54.00

10

Bd. V. ---- No. 150.00 26.00

11

Bd. V. -18 No. 1229.00 664.00

Providing and fixing fittings and accessories such as

ball cock, overflow 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 reservior etc. complete.


Providing and fixing 15 mm diameter concussion

push button typesteel with chromium plating self

closing tap of approved make and quality, including

necessary socket, testing etc. complete.


Providing and fixing half turn 25 mm dia. steel with

chromium plating flushing cock including necessary

fitting etc. complete.

Spec.. As directed by Engineer-in-charge

Providing and fixing ___ steel with chromium plating

stop tap of approved quality and make with clutch/

wheel including sockets/ union nut and brick

masonry chamber with cast iron-frame and mild

steel hinged cover with locking arrangement and

lock etc. complete.


Providing and fixing brass stop tap of approved

quality and make with crutch/ wheel including

sockets/ union nut and brick masonry chamber with

cast iron-frame and mild steel hinged cover with

locking arrangement and lock etc. complete.


90

Completed Labour

Item No.&

Item code




12

Bd. V. -19 R.M. 674.00 180.00

13

Bd. V. -20 No. 5259.00 1264.00

14

Spec. No. 1441.00 443.00

Renewing Indian type white glazed earthenware 625

mm water closet pan with 'P' trap including cement

concrete bedding and making good the damages,

making connections to watersupply and drainage

and making good the defeciencies if any complete.


Providing and fixing 45 cm wide steel ladder of 40 x

6 mm mild steel flat stringers and steps of 18 mm

diameter mild steel bar including fixing it in M-15

cement concrete block 60 x 30 x30cm and painting

the ladder with antirust primer and 2 coats of oil

paint etc. complete.


Providing and fixing Indian type white glazed

earthenware 625 mm water closet pan including "P"

trap, white earthenware foot rests, Cast Iron soil and

vent pipes upto the outside face of the wall including

100 mm. diameter cast iron plug bend, cement

concrete bedding, 10 litres fibre/UPVC high level

flushing cistern of approved quality and make with

fittings, inlet pipe with stop tap, brackets for fixing

the cistern, 32 mm. diameter UPVC flush pipe with

fittings and clamps, 20 mm diameter galvanised iron

overflow pipe with mosquito proof coupling,

galvanised iron chain and pull, painting to the

cistern and exposed pipes and cutting and making

good the walls and floors etc. complete. (Exclusing

waterproof brick bat coba)


91

Completed Labour

Item No.&

Item code




15

Spec.

A) Coloured glazed first class

a) with flushing cistern & B.B.Coba. No. 6428.00 966.00

b) without flushing cistern & B.B.Coba. No. 4035.00 634.00

B) White glazed first class

a) with flushing cistern & B.B. coba. No. 6431.00 902.00

b) without flushing cistern & B.B. Coba. No. 5192.00 581.00

16

Spec. No. 4345.00 1012.00

Providing and fixing Orissa type ____ (of IS Std.)

earthenware 625 x 450 mm water closet pan

including "P" trap, Cast Iron soil and vent pipes upto

the outside face of the wall including 100 mm.

diameter cast iron plug bend, cement concrete

bedding, 10 litres capacity UPVC /Fibre flushing

cistern of approved quality and make with fittings,

inlet pipe with stop tap, brackets for fixing the

cistern, 32 mm diameter UPVC flush pipe with

fittings and clamps, 20 mm diameter galvanised iron

overflow pipe with mosquito proof coupling,

galvanised iron chain and pull, painting to the

cistern and exposed pipes and cutting and making

good the walls and floors etc. complete.


Providing and fixing European type white glazed (of

IS Std.) earthenware water closet pan with Bekelite

seat and lid with chromium plated brass hinges and

rubber buffers including UPVC soil/vent pipe upto

the outside face of wall, 10 litre enamelled low level

flushing cistern with fittings, pipe and stop tap

brackets for fixing cistern 32 mm dia. UPVC flush

pipe with fittings and clamps, 20 mm dia. UPVC

overflow pipe, mosquito proof couplings, G.I. chain

and pulley, cutting and making good to the walls

and floors, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary

before use.)


92

Completed Labour

Item No.&

Item code




17

Spec. No. 4207.00 950.00

18

Spec. No. 4638.00 1011.00

19

Spec. No. 8623.00 799.00

Providing and fixing European type white glazed (as

per IS Std.) earthenware water closet pan with

Bekelite seat and lid with chromium plated brass

hinges and rubber buffers including UPVC, soil/vent

pipes upto outside face of-the walls, 10 litre fibre low

level tank flushing cistern with fittings, pipes and

stop tap, brackets for fixing the cistern 32 mm dia.

UPVC flush pipe with fittings and clamps, 20 mm

dia. UPVC overflow pipe with mosquito proof

coupling galvanised iron chain and pulley painting of

the cistern and exposed pipes and cutting and

making good to the wall and floor, testing etc.

complete. (Prior approval of sample and brand by

Ex.Engineer is necessary be fore use.)


Providing and fixing European type coloured glazed

(as per IS Std.) earthenware water closet pan with

Bekelite seat and lid with chromium plated brass

hinges and rubber buffers including UPVC soil and

vent pipe upto the outside face of wall, 10 litre

UPVC low level tank flushing cistern, 32 mm. dia.

UPVC flush pipe with fittings, and clamps 20 mm

dia. UPVC over flow pipe with mosquito proof

couplings, pointing to exposed pipe and cutting and

making good to the wall and floor testing etc.


Ex. Engineer is necessary before use.)


Providing and fixing European type white glazed (as

per IS Std.) earthernware coupled closet with

syphonic trap with syphonic low level 10 litres White

Glazed cistern with black bakelite seat and lid with

chromium plated brass hinges including UPVC soil

and white glazed vent pipe upto the outside face of

the wall including 100 mmdia. UPVC plug bend,

inlet pipe, stop tap etc. all fittings, cutting and

making good to the walls and floor, testing etc.


Ex.Engineer is necessary before use.)


93

Completed Labour

Item No.&

Item code




20 .

Spec. No. 3927.00 967.00

21

Spec. No. 4246.00 967.00

22

Bd. V. -23

a) Coloured glazed No. 6758.00 476.00

b) White glazed No. 4575.00 359.00

Providing and fixing "Anglo Indian type" (IS Std.)

Orissa Pattern white glazed water closet pan with

backelite 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, 10 litre UPVC low level flushing cistern, 32

mm dia. UPVC flush pipe with fittings and clamps,20

mm dia. UPVC over flow pipe with mosquito proof

coupling, G.I.chain and pulley painting of cistern and

exposed pipe and cutting and making good to the

walls and floor, testing etc. complete. (Prior

approval of sample and brand, by Ex. Engineer is

necessary before use.)


Providing and fixing "Anglo Indian type" white

glazed (as per IS Std.) earthenware water closet

pan with bekelite seat and lead 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, 10 litre UPVC low level

flushing cistern, 32 mm dia. UPVC flush pipe with

fittings and clamps,20 mm dia. UPVC over flow pipe

with mosquito proof coupling, G.I.chain and pulley

painting of cistern and exposed pipe and cutting and

making good to the walls and floor, testing etc.

complete. (Prior approval of sample and brand, by



Providing and fixing _____ earthenware full stall

type Urinal without flushing cistern with inlet pipes,

uPVC flush pipe, stop tap 32 mm dia. with

fittings,uPVC soil pipe,uPVC trap and soil pipe

connection upto the outside face of the wall, making

good to damaged surface, testing etc. complete.

(Prior approval of sample and brand by Ex.Engineer

is necessary before use.) (One full stall urinal)


94

Completed Labour

Item No.&

Item code




23

Bd. V. -23



24

Spec.



25

Bd. V. -26 No. 2624.00 756.00

26

Bd. V. -27 No. 3026.00 882.00

Providing and fixing of approved quality and make

group of two white glazed earthenware lipped flat

back type urinal with Fibre/UPVC 5 litres capacity

flushing cistern with fittings, inlet pipe with stop tap,

brackets for fixing the cistern, 32 mm. diameter

UPVC flush pipe with fittings etc. complete.


Providing and fixing _____ earthenware full stall

type Urinal without flushing cistern with inlet pipes,

UPVC flush pipe, stop tap 32 mm dia. with fittings,

UPVC soil pipe, UPVC trap and soil pipe connection

upto the outside face of the wall, making good to

damaged surface, testing etc. complete. (Prior

approval of sample and brand by Ex.Engineer is

necessary before use.) (Two full stall urinal)


Providing and fixing ___ earthenware semi stall type

urinals (of IS Std.) without cistern, with inlet pipes

stop tap, UUPVC flush pipe with fittings and flushing

arrangement including UPVC soil pipe, UPVC trap

and soil pipe connection upto outside face of wall,

making good the damaged surface, testing etc.


Ex.Engineer is necessary before use.)



white glazed earthenware lipped flat back type urinal

with Fibre/UPVC 5 litres capacity flushing cistern

with fittings, inlet pipe with stop tap, brackets for

fixing the cistern, 32 mm. diameter UPVC heavy

type flush pipe with fittings etc. complete.


95

Completed Labour

Item No.&

Item code




27

Bd. V. -30

A) White glazed with bottle trap

a) 45x30 cm. No. 1754.00 726.00

b) 55x40 cm. No. 2354.00 562.00

c) 63x45 cm. No. 2438.00 562.00

B) Coloured glazed with bottle trap

a) 45x30 cm. No. 2017.00 558.00

b) 55x40 cm. No. 2438.00 558.00

c) 63x45 cm. No. 2589.00 558.00

28

Spec.

a) White glazed No. 1016.00 48.00

b) Coloured glazed No. 1351.00 48.00

29

Bd. V. -31

a) 600x450x200 mm. No. 2424.00 562.00

b) 450x300x200 mm. No. 2135.00 559.00

Providing and fixing ___ earthenware Wash Hand

Basin of ____ size including cold water piller taps,

brackets, rubber plugs and brass chain, stop tap,

chromium plate bottle trap and necessary pipe

connections including UPVC waste pipe and trap

upto the outside face of the wall, making good the

damaged surface, testing etc. complete.


Providing and fixing ______ pedestal for Wash

Hand Basin of approved size and quality testing etc.





white glazed earthenware sink of size________

including all connections of the G.I. supply and

UPVC waste pipe and trap upto the outside face of

the wall, cold water chromium plated screw down

bib tap, rolled steel or C.I. brackets, rubber plug with

chain and stop tap, making good the damaged

surface, chromium plated bottle trap testing etc.

complete.


96

Completed Labour

Item No.&

Item code




30

Bd. V. -31

a) 60x45x25 cm. No. 5186.00 554.00

b) 40x30x25 cm. No. 4300.00 554.00

31

Bd. V. -32 No. 617.00 187.00

32

Bd. V. -32 No. 444.00 187.00

33

Bd. V. -29 R.M. 687.00 75.00

34

Bd. V. -39

a) 100 mm. R.M. 205.00 48.00

b) 150 mm. R.M. 297.00 48.00

c) 225 mm. R.M. 495.00 48.00

Providing and laying saltglazed stone ware pipe of

____ mm diameter including fittings such as bends,

tees, single junction, double junction, laying, jointing

including excavation and refilling trenches etc.

complete.


Providing and fixing Steel sink of size ................

including all connections of G.I.supply and UPVC

waste pipe and trap upto outside face of wall, cold

water chromium plated screw down bib tap, rolled

steel or C.I.brackets, rubber plug and brass chain,

stop tap, making good the damaged surface,

chromium plated bottle trap testing etc. complete.

(Prior approval of sample and brand by Ex.Engineer

is necessary before use.)


Providing and fixing 10 cm dia. C.I.Nahani Trap

(long arm) including symet grating,bend, connecting

piece of C.I.pipe upto the outside face of the wall,

making good the damaged surface, testing etc.

complete.


Providing and fixing 10 cm dia. PVC Nahani Trap

fixed with PVC grating, PVC plug bend and piece of

PVC pipe upto plug bend, scaffolding etc. complete.


Providing and laying 100 mm dia. half round white

glazed earthenware pipes in cement concrete

1:5:10 bedding including bends, giving necessary

slope, pointing, making good the damaged surface

testing etc. complete.


97

Completed Labour

Item No.&

Item code




35

Bd. V. -33 R.M. 387.00 56.00

36

Bd. V. -34

a) 100 mm. R.M. 135.00 106.00

b) 150 mm. R.M. 190.00 106.00

Providing and fixing ___ diameter asbestos cement

Rain Water Pipes including rain water receiving

recess, caste iron grating, necessary asbestos

cement fittings such as bends, shoes, pipes on

walls over mild steel bracket m.s. flat of 40mm.wide

and 3mm. thick,necessary scaffolding,supported on

ground by cement concrete M-15 block of 0.30m x

0.30m x0.30m or laying in ground including

necessary excavation, filling the trenches,filling

joints with cement morte 1:2, painting the exposed

faces with two coats of paint etc.complete (including

removing the existing pipe if necessary and

conveying and stacking in P.W.D.chowky or as

directed.)


Providing and fixing 75 mm dia. cast iron Rain

Water Pipes with lugs including rain water receiving

recess with cast iron grating, plug bend, necessary

fittings such as offsets, shoe including filling joints

with spun yarn soaked in bitumen and cement

mortar of 1:3 proportion fixing over mild steel

bracket m.s. flat of 40mm.wide and 3mm. thick on

walls, cement concrete M-15 blocks of 30 x 30 cm in

size including necessary scaffolding and painting

the exposed faces with one coat of red lead oil paint

and two coats of oil paint including removing the

existing pipe if necessary and conveying and

stacking in P.W.D. chowky or as directed etc.

complete.


98

Completed Labour

Item No.&

Item code




37

Bd. V. -35

a) 75 mm. R.M. 450.00 145.00

b) 100 mm. R.M. 508.00 145.00

38

Bd. V. -35 R.M. 587.00 146.0039

Spec.

a) 110 mm. R.M. 616.00 90.00

b) 75 mm. R.M. 561.00 88.00

Providing and fixing-------- diameter Cast Iron waste

water pipe with necessary fixtures and fittings such

as bends, tees, single junction, double junction,

slotted vent offests,pipe over mild steel bracket m.s.

flat of 40mm.wide and 3mm. thick on wall,

supported on ground by cement concrete M-15

block of 0.30m x 0.30m x 0.30m or laying in the

ground including excavation, filling the trench, filling

joints with cement mortar 1:2 with two coats of

anticorrossive paint, scaffolding etc. complete.


Providing and fixing 100 diameter Cast Iron Soil

pipes with necessary fixtures and fittings such as

bends, tees, single junction, double junction, slotted

vent offests, over mild steel bracket m.s. flat of

40mm.wide and 3mm. thick on walls or laying in the

ground including excavation, filling the trench, filling

joints with cememt mortar 1:2 with two coats of

anticorrossive paint,scaffolding etc.complete.


Providing and fixing in position unplasticized poly

venyl chloride (UPVC) ultra voilet rays stabilised

_______ outer diameter rain water pipe conforming

to I.S. 4985 and I.S. 13592, including necessary

fittings, such as UPVC grating, bends, with door,

UPVC clamps, over mild steel bracket m.s. flat of

40mm.wide and 3mm. thick on walls, horse shoes at

bottom, rubber ring and making connections water

tight with solvent cement including making holes in

masonary concrete, redoing the same in cement

mortar 1:3, curing, testing etc. complete.


Deleted99

Completed Labour

Item No.&

Item code




40

Bd. V. -36

a) 63.50 mm. diameter vent pipe R.M. 146.00 59.00

b) 75 mm.diameter waste water pipe R.M. 163.00 77.00

c) 100 mm. diameter waste water & soil pipe R.M. 202.00 150.00

41

Spec.

a) 75 mm.diameter waste water pipe R.M. 342.00 60.00

b) 90 mm. diameter waste water & soil pipe R.M. 480.00 87.00

42

Spec.

a) 75 mm.diameter No. 51.00 26.00

b) 100 mm. diameter No. 93.00 26.00

Providing and fixing ___ UPVC, Soil vent / waste

SWR pipe conforming to I.S. - 13592, and I.S. -

4985 to withstand continous internal hydraulic

pressure of 4 kg/cm2 including necessary fittings,

such as bends, tees, single junctions, double

junctions and joining with rubber rings and

lubricants, over mild steel bracket m.s. flat of

40mm.wide and 3mm. thick on walls or laying in

ground including necessary excavation, laying,

refilling the trench testing etc. complete.


Providing and fixing ____ approved asbestos

cement vent / waste water / waste water & soil pipe

with necessary fittings such as bends, tees, single

junction, double junction, slotted vent, offsets, over

mild steel bracket m.s. flat of 40mm.wide and 3mm.

thick on walls,supported on ground floors cement

concrete M-15 block of 0.30m x 0.30m x 0.30m, or

laying in the ground including necessary excavation,

refilling the trenches, filling joints with cement

mortar 1:2, painting with red lead oil base coat and

two coats of anticorrosive paint, testing etc.

complete.


Providing and fixing A.C.Slotted Cowl Dome ______

in soil pipe including necessary fitting material /

adhesive etc.complete.


Deleted

100

Completed Labour

Item No.&

Item code




43

Spec.

a) 75 mm. No. 53.00 21.00

b) 90 mm. No. 74.00 21.00

c) 110 mm. No. 79.00 21.00

44

Bd. V. -41

a) 150 mm.diameter R.M. 419.00 73.00

b) 225 mm. diameter R.M. 458.00 51.00

c) 300 mm. diameter R.M. 587.00 60.00

45

Bd. V. -43

a) 60x45 cm. No. 3824.00 382.00

b) 90x45 cm. No. 4829.00 483.00

46

Bd. V. -44 No. 5686.00 567.00

Providing & fixing in position UPVC, Ultra Voilet

stabilised ______ outer diameter cowl dome

confirming I.S. 4985 including making joints with

solvent / cement etc. complete.


Providing, laying concrete pipes of I.S.NP.2 class of -

------------ in proper line, level and slope including,

nesessary collars, testing, excavation, laying, fixing

with collars in cement mortar 1:1 and refilling the

trench etc. complete.


Providing and constructing Brick Masonry Inspection

chamber _____ and 45 to 90 cm in depth including

1:4:8 cement concrete foundation, 1:2:4 cement

concrete channels, brick masonry, plastering from

inside and outside as required in cement mortar 1:3

and airtight RCC lid with frame fixed in cement

concrete 1:2:4, curing etc. complete.


Providing and constructing Brick Masonry

Interseptic Chember 90 cm x 45 cm and 90 cm to

150 cm in depth including 1:4:8 cement concrete

foundation, M-15 cement concrete channels, fixing

salt glazed stoneware intercepting trap with rodding

pipe set in 1:4:8 cement concrete block, brick

masonry plastering inside and outside, airtight C.I.lid

with frame fixed in cement concrete,curing

etc.complete.


101

Completed Labour

Item No.&

Item code




47

Bd. V. -38 No. 931.00 53.00

48

Bd. V. -46 No. 1008.00 293.00

49

Bd. V. -12 No. 366.00 33.00

50

Spec. No. 136.00 10.00

51

Spec. No. 136.00 10.00

52

Spec. No. -- --

53

Bd. V. ---- Spec. No. 841.00 59.00

Providing soak pit of size 120 x 120 x 120 cm

including excavating and filling with brick bats.

charcoal as per drawing etc. complete.


Providing and fixing chromium plated Peg

Rack____ fixed on 3" x 3/8" varnished teak wood

plate 3'-0" long including fixing teak wood blocks in

masonry etc. complete.


Providing and fixing 100 mm diameter. Chromium

plated brass shower rose to 15 mm dia. G.I.Pipes

including necessary bends and sockets etc.

complete.


Providing and fixing 15 x 10 cm of approved quality

salt glazed stoneware gully trap in cement concrete

1:4:8 outside the building including symet grating in

the sink, connecting glazed stoneware pipe, brick

masonry chamber with R.C.C. lid and Symet grating

for the gully trap, testing etc. complete.


Providing and fixing chromium plated aluminium

towel rails 20 dia. and 75 cms long of required

length and approved quality fixed on teak wood

plate 3" x 3/8" including providing teak wood block in

the brick work etc. complete. as directed.


Providing and fixing chromium plated Towel Rails

75cms. long, 16mm dia. and of approved quality

fixed on chromium plated bracket including

providing teak wood gutties in masonry etc.

complete.


Providing and fixing 450 x 550 mm size superior

type Belgium mirror with 16mm dia. nickel plated

towel rod etc. complete.


102

Completed Labour

Item No.&

Item code




54

Bd. V. ---- No. 1047.00 52.00

55

No. 275.00 14.00

56

Spec.

a) Fibre / uPVC No. 898.00 88.00

b) C.I. flushing cistern No. 0.00 0.00

57

Spec.

a) 1.15x0.60 Metre in size No. 697.00 99.00

b) 1.25 Metre diametre No. 924.00 99.00

58

Spec. Litre 9.00 1.00

Providing Mirror of approved Indian quality; copper

plated with 100 mm thick plywood backing and fixed

in the masonry etc. complete as directed.

Spec. As directed by Engineer-in-charge.

Providing and fixing Glass shelf 125 mm wide and

60 cm long with necessary chromium plated

brackets, providing teak wood gutties etc. complete.


Providing and fixing--------- reinforced cement

concrete cover of approved quality and make,

7.5cm thick over manhole and inspection chamber

including mild steel reinforcement, curing testing

etc. complete.


Providing hoisting and fixing in position sintex or

equivalent high density polyethylene UV stabilized

conforming to I.S.12701, water storage tank with

necessary connections, testing & all required

accessaries etc. complete. (Prior approval of

sample by Ex. Engineer is necessary before use.)


Renewing high level 10 litres ___ flushing cistern

(as per IS Std.) of approved quality and make,

including removing the existing tank & disconnecting

& reconnecting to water supply and drainage pipes

and making good the deficiencies etc. complete.


103

Completed Labour

Item No.&

Item code




59

Spec.

a) up to 5000 litre capacity Litre 2.00 1.00

b) Above 5000 litre capacity Litre 2.50 1.50

60

Spec. No. 1211.00 1056.00

Spec. Cum. 241.00 233.00

61

Bd. V. -45

a) 900 mm.diameter No. 9339.00 455.00

b) 1200 mm. Diameter No. 13896.00 562.00

Add for extra one cubical capacity of Septic tank

above 1.50 Cubic Meter Capacity etc. complete.


Providing and fixing--------- Hume pipe septic Tank

with pipe and cap including necessary excavation

and laying etc.complete.


Conveying, hoisting and fixing the HDPE tanks at

the terrace with all lead and lift and making

necessary connections including fixing ladder as per

Municipal Corporation requirement etc. complete.


Cleaning the Septic Tank upto 1.50 Cubic Meter

capacity or equivalent etc. complete


104

Completed Labour

1

Spec. Sq.M. 115.00 14.00

2

Spec. Sq.M. 146.00 14.00

3

Spec.

a ) 12.50 mm thick Sq.M. 250.00 43.00

b) 25 mm thick Sq.M. 431.00 101.00

c) 50 mm thick Sq.M. 719.00 89.00

d) 75 mm thick Sq.M. 1009.00 146.00

4

Spec. Sq.M. 30.00 --


ANTITERMITE & GENERAL PEST CONTROL

Providing and applying ________ polymer polysafe

plastone or approved polymer based cement mortar

1:3 with river screened sand in all positions by using

approved polymer chemical (as per IS std.)

specifications and finishing the surface smooth,

curing etc. complete as directed.

Bd - W :Miscellaneous

Item No.&

Item code





GUNITING

Providing and applying two coat of anticorrosive

polymer "Rust-remover" of approved quality coating

to the steel surface by exposing the reinforcement,

removing dust, only residue and existing paint if any

thorughly and washing the surface with water

etc.complete as directed.


Providing and applying one coat polymer based

polysafe-plastone bonding chemical to concrete

surface including cleaning the existing surface by

grinding / wire brushing etc. complete as directed.

Providing Pre-constructional Anti termite treatment

by treating the bottom surface and the sides of

excavation in soil with the plinth beams at the rate

of 3 litres of emulsion concentrate of one percent

concentration of chlorpyrifos 20% F.C. (i.e. by

diluting 5 ltr. of chlorpyrifos 20% EC with 95 ltr. of

water) ISI approved conforming as per I.S. 8944 &

I.S. 6313 (Part II 1981) and spraying by high

volume sprayer per square metre surface area with

ten years guarantee bond etc.complete.


DeletedDeleted

105

Completed Labour

Item No.&

Item code




5

Spec. No. 21.00 --

6

Spec. As directed by Engineer-In-Charge. One

Joint

12.00 --

7

Spec. One

Hole

6.20 --

8

Spec. Sq.M. 5.20 --

Providing exhaustive Anti termite 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 60 millimeter of

chlorpyrifos 20% EC as per I.S. 6313 (Part III) of

1981 and filling with putty,with two years guarantee

bond etc. complete.


Providing exhaustive Anti termite 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

millimeter of chlorpyrifos 20% EC as per I.S. 6313

(Part III) of 1981,per joint as per requirement and

filling with putty, with two years guarantee bond etc.

complete.

Providing exhaustive Antitermite treatment to the

sides of flooring by injecting one percent of

chlorpyrifos 20% EC as per IS 6313 (Part III) of

1981at the rate of 50 millimeter per hole of 6 mm

diameter drilled at a distance of 30 cms centre to

centre or more as per requirement and sealing the

same with proper filling, with two years garentee

bond etc. complete.


Destroying Rats bandicates by putting cakes

granules for destroying sq. Mt. Ratsarranging cages

for catching Rats and destroying collected Rate in

cages alive or dead, disposing them including

throwing at the safe distance, buring etc. complete

as directed.


106

Completed Labour

Item No.&

Item code




9

Spec. Sq.M. 19.00 --

10

Spec. Sq.M. 10.00 --

11

Spec. Sq.M. 8.50 --

12

Spec. No. 47.00 --

13

Bd. W. -8 Sq.M. 37.00 35.00

DISMANTLING

Dismantling 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 etc. complete.

Providing exhaustive Antitermite treatment around

the periphery by excavating trenches of 20 cms.

width and exposing the side of columns and plinth

beams upto a depth of 300 mm by injecting one

percent of chlorpyrifos 20% EC as per I.S. 6313

(Part III) of 1981,at the rate of 2.25 litres per

running metre or more as per requirement with two

years guarantee bond etc.complete.


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 etc. complete.


Providing general pest control services to all size

inspection chambers to control nuisance of the

cockcroaches during the year with monthly check

up etc. complete.


Providing and applying oil based insecticides

fogging treatment for the purpose to control

cockroaches, bedbugs, mosquitoes,fligment, mots

and malaria typhoid, the rate of pyrethins w/w 2%

dichlorous 75% EC 5% petroleum Didtillate 93%

used for fogging treatment over Garbage

collections,dumping grounds,manure heaps,open

gutter,open latrines night soil pits and cplony

premises for control of house hold insect pests etc

with two operation per month.


Spec. No.:BdW.-8 Page No.587

107

Completed Labour

Item No.&

Item code




14

Bd. W. -8 Sq.M. 23.00 23.00

15

Bd. W. -8 Sq.M. 10.00 9.00

16

Bd. W. -8 Sq.M. 23.00 23.00

17

Bd. W. -8 M.T. 1157.00 1110.00

18

Bd. W. -8 Sq.M. 18.00 15.00

19

Bd. W. -8 No. 221.00 207.00

20

Bd. W. -8 No. 181.00 166.00

21

Bd. W. -8 No. 156.00 142.00

Dismantling queen post truss from roof and

stacking the materials as directed with all leads and

lifts etc. complete.


Dismantling and resetting Manglore tiles from roof

including refixing loose battens etc. complete.


Dismantling G.I. and A.C. sheet roof covering and

stacking them as and where directed in the

compound, including scaffolding etc. complete.

Dismantling G.I. and A.C. sheet roofing including

purlins and rafters etc. including sorting out

serviceable and unserviceable material and

stacking the same as and where directed in the

compound, including scaffolding etc. complete.


Dismantling R.S. girders of any size and span

lowering the same and stacking neatly wherever

directed in the compound, scaffolding etc. complete

for all height.


Dismantling planking from roof or ceiling and

stacking them as directed with all leads and lifts etc.

complete.


Dismantling king post truss from roof and stacking

the materials as directed with all leads and lifts etc.

complete.


Dismantling other type of truss below 5 meter span

from roof and stacking the materials as directed

with all leads and lifts etc. complete.



108

Completed Labour

Item No.&

Item code




22

Bd. W. -8 Sq.M. 20.00 19.00

23

Bd. W. -8 Sq.M. 40.00 37.00

24

Bd. W. -8 R.M. 1.51 1.37

25

Bd. W. -8 R.M. 2.86 2.64

26

Bd. W. -8 R.M. 6.00 6.00

27

Bd. W. -8 No. 74.00 68.00

28

Bd. W. -8 No. 26.00 23.00

29

Bd. W. -8 No. 70.00 65.00

30

Bd. W. -8 No. 35.00 31.00

Dismantling flat wooden or A.C. sheet ceiling with

frame work including stacking the materials as

directed with all leads, lifts etc. complete.


Dismantling doors and windows shutters without

frame and stacking the materials as directed with all

leads, lifts etc. complete.


Dismantling 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.


Dismantling battens from roof and stacking them as

directed with all leads and lifts etc. complete.


Dismantling purlins from roof including stacking as



Dismantling rafters from roof including stacking the

materials as directed with all leads, lifts etc.

complete.


Dismantling doors and windows with frames and

stacking the materials as directed with all leads, lifts

etc. complete.


Dismantling ventilators and small windows with

frame and stacking the materials with all leads, lifts

etc. complete.


Dismantling ventilators and small window shutters

without frame and stacking the materials with all



109

Completed Labour

Item No.&

Item code




31

Bd. W. -8 Sq.M. 37.00 31.00

32

Bd. W. -8 Sq.M. 19.00 18.00

33

Bd. W. -8 Sq.M. 14.00 13.00

34

Bd. W. -8 Sq.M. 18.00 14.00

35

Bd. W. -8 Sq.M. 20.00 18.00

36

Bd. W. -8 Sq.M. 19.00 16.00

37

Bd. W. -8 Cu.M. 113.00 104.00

38

Bd. W. -8 Sq.M. 39.00 36.00

Dismantling teak wood panelled / partly / glazed /

veneer partitions carefully without damaging the

frame or panels and stacking the same as and

where directed complete.


Dismantling wooden or A.C. partition including

frame work and stacking the materials as directed

with all leads. lifts etc. complete.


Dismantling teak wood trellies work with frame

including stacking the materials as directed with

frame, all leads, lifts etc. complete.


Dismantling cement or lime plaster including

disposing off the spoils as directed with all leads,

lifts etc. complete.


Dismantling cement tiles or marble or polished

shahabad floor or dado without bed concrete

including stacking the materials as directed with all



Dismantling Shahabad or Tandur stones from floor

without bed concrete including stacking the

materials as directed with all leads, lifts etc.

complete.


Dismantling brick bat coba including stacking the

spoils as directed with all leads, lifts etc. complete.


Dismantling trap stone from floor without bed

concrete including stacking the materials as



110

Completed Labour

Item No.&

Item code




39

Bd. W. -8 R.M. 2.00 1.65

40

Bd. W. -8 R.M. 6.00 5.00

41

Bd. W. -8 R.M. 6.00 5.00

42

Bd. W. -8 Sq.M. 34.00 25.00

43

Bd. W. -8 Sq.M. 11.00 10.00

44

Bd. W. -8 Sq.M. 7.70 6.60

45

Bd. W. -8 Sq.M. 23.00 21.00

Dismantling wire fencing with iron/cement concrete

fencing posts and stacking the materials as directed

with all leads, lifts etc. complete.


Dismantling wire fencing with wooden post and

stacking the materials with all leads, lifts etc.

complete.


Dismantling iron pipe railing having wooden R.C.C.

or cement concrete or iron posts and stacking the

materials as directed etc. complete.


Removing water proofing treatment such as tarfelt

etc. without causing any damages to structure from

terrace including cleaning, levelling the surface,

lowering down debris, refusal without causing dust

nuisance and stacking the debris upto a distance of

50 m etc. complete.


Scraping old paint from steel and other metal

surface with flame, cleaning and making the surface

even and scaffolding etc. complete.


Scraping old paint from steel and other metal

surface with hand scrapping, cleaning and making

the surface even and scaffolding etc. complete.


Removing existing water proofing treatment from

terrace including I.P.S. / Brick Bat coba 15 to 18 cm

thick without damages to structure, levelling and

cleaning the surface for providing new water

proofing treatment complete as directed etc.

complete.


111

Completed Labour

Item No.&

Item code




46

Bd. W. -8 R.M. 5.50 3.30

47

Bd. W. -8 R.M. 6.60 5.50

48

Bd. W. -8 No. 56.00 56.00

49

Spec. No. 91.00 85.00

50

Spec. Cu.M. 90.00 86.00

51

Spec. Cu.M. 90.00 86.00

52

Spec. Cu.M. 308.00 290.00

Dismantling carefully the existing structure of stone

masonary in cement or lime mortar, including

sorting out serviceable materials and stacking the

dismantled material within 50 metre lead neatly as



Removing earthen stone ware pipes and stacking

them as directed with all leads, lifts complete.


Removing cast iron or wrought iron or AC pipe and

stacking them as directed with all leads, lifts etc.

complete.


Removing urinal pans or wash hand basins 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 out-side. etc. complete.


Removing W.C. pans, including disconnecting the

sanitary and water supply connections, removing

and breaking flooring and bed concrete around

pans and removing the pan carefully and throwing

out the refusal out-side etc. complete.


Dismantling carefully the existing structure of brick

masonary in cement mortar or lime mortar,

including sorting out serviceable materials &

stacking dismantled material within 50 meter lead

as directed etc. complete.


Dismantling carefully the existing plain concrete,

including stacking the materials neatly within 50

meter lead as directed etc. complete.


112

Completed Labour

Item No.&

Item code




53

Spec. Cu.M. 399.00 384.00

54

Spec. Sq.M. 25.00 23.00

55

Spec.

Sq.M. 121.00 43.00

Sq.M. 64.00 51.00

56

Spec. Sq.M. 2.60 2.50

57

Bd. W. -8 Sq.M. 8.00 8.00

58

Bd. W. -8 Sq.M. 23.00 21.00

59

Bd. W. -8 No. 23.00 22.00

a) by compressed sand blasting

b) by manually

Dismantling R.C.C. concrete work including

breaking concrete by chiselling, wedging etc.

including cutting the reinforcement, stacking the

serviceable materials and the debris separately

upto a distance of 50 metre or spreading the debris



Dismantling wooden floor including beams and

joists, stacking the materials as directed with all



Scraping the old surfae with sand paper and

coating it with mixture of whiting or glue and linseed

oil including scaffolding etc. complete.


Cleaning steel and concrete surface of columns,

beams, ceilings etc. by compressed sand blasting

including washing with pressured water including

machinery, all lead, labour, scaffolding etc.

complete.


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.


Removing old paint from steel and other metal

surface preparing the surface by solvent degreasing

and derusting by manual scrapping, flame cleaning

and chemical methods, hand scrapping, scaffolding

etc. complete.


Cutting holes in brick masonry walls to receive ends

of Girders of any size including scaffolding etc.

complete.


113

Completed Labour

Item No.&

Item code




60

Bd. W. -8 No. 35.00 34.00

61

Bd. W. -8 No. 389.00 300.00

62

Bd. W. -8 Cu.M. 144.00 131.00

63

Bd. W. -3 R.M. 665.00 45.00

64

Spec. Sq.M. 1330.00 113.00

Removing and Lowering the roof truss carefully

without damaging the members and stacking as

and where directed in the compound including



Cutting holes of any size in stone masonry walls to

receive ends of girders of any size and making

good the damages done including scaffolding etc.

complete.



Lowering debris of the existing water proofing

treatment from the terrace by any means without

causing dust nuisance and damages to structure,

stacking the same as and where directed including

cleaning the site etc. complete.


FENCING WORK

Providing and erecting 1.5 metre high wire fencing

with seven rows of barbed wire supported on mild

steel angles (50 x 50 x 6 mm) at 2.5 metres centre

to centre including excavating pits for foundation,

fixing posts in cement concrete blocks of size 45 x

45 x 45 cm., fastening the wire and painting the

mild steel angles with one coat of red lead primer

and two coats of painting etc. complete.

Providing and erecting chain link fencing 1.6 M.

height with G.I.chain link of size 50 x 50 mm 8

guage thick and fixed 75 mm above Ground level

vertical M.S. Angle of 40 x 40 x 6 mm size

embedded in C.C.M-15 block of size 45 x 45 x 67

cms at 1.75 M. c/c with iron bar 16 mm dia as hold

fast including welding link with angle frame at 30 cm

c/c nuts and bolts and horizontal M.S. angles at top

and bottom of 25 x 25x 5 mm size and vertical M.S.

flat 35 x 5 mm and 25 x 5 mm horizontal including

cross support of 40 x 40 x 6 mm angles both sides

at every corner or bends embedded in C.C.M-15

block of size 45 x 45 x 67 cms including 3 coats of

oil painting etc.complete.


114

Completed Labour

Item No.&

Item code




65

Bd. W. -6 Sq.M. 2350.00 150.00

66

Bd. W. - Sq.M. 752.00 126.00

67

Bd. W. - Sq.M. 45.00 23.00Spec. No.:BdW.- Page No.

Providing and laying water proofing treatment

to terrace slab with Nnilobit,Dr.fixit or equivalent

mm thick APP modifiedibitumenmembrance

with polyster reinforcement with over lapping of

75 mm along lengthand100 mm along width

including removing the existing tarfelt treatment

particles including applying bitumne based

primer at 0.20 litr/sm andlaying 3 mm thick

APP modified bitumen membrane coating with

torching method and finishing the surface with

heat reflelctive bitumen based silver paint at

0.10 Ltrs/Smt etc complete as per

manufacturer specification and as directed by

the Engineer in charge. ( With 7 years

guarantee period)

Spec. No.:BdW.- Page No.

Filling cracks of external walls including

providing groove by grinder / cutter meking

' V ' knotch appling polymer bonding coat,filling

cracks by polymer morter and finishing neatly

including scaffolding etc. complete and as per

instruction of engineer in charge.

Providing and fixing mild steel grill gate with angle

iron frame 65 x 65 x 10 mm with iron bars at 150

mm etc. centre to centre and diagonal flats as per

the detailed drawing, including hinges, pivot blocks,

locking arrangement, welding, reveting with oil

painting in three coats of approved colour shade

etc. complete. (Weight of gate 35 kg /sq.m.)


115

Completed Labour

Item No.&

Item code




68

Spec. Sq.M. 1338.00 47.00

Providing and fixing PVC sheet Wall Paneling of

thickness 5mm consisting of panels having size 1220mm

x 2440 mm stuck on inner frame work of 50mm wide

strips of 5mm thick PVC sheet. The strips should have in

their center a grove of 6mmwidth and 1mm depth for

sinking the head of the screw used to fix the strips to the

wall vertically at an equal interval of 10”between two PVC

strips. The PVC strips shall be fixed to the wall using

65mm long M.S. screws through the groove in the strip by

using PVC fasteners. The distance between two screws

shall not be more than 200mm. A groove of 2mm may be

left at the joint of two panels for aesthetic looks. The

exact size of the panel and correspondingly of the grid

may vary depending on the size of the wall. Optionally a

strips of 5mm thick PVC sheet of width 75mm feathered

at the edges shall be stuck at the places where two

panels are joined, using solvent cement.& As directed by

Engineer-in-charge.


116

Completed Labour

1

Rd.1.

a) With girths of 30 to 60 cm. No. 481.00 437.00

b) With girths of 60 to 90 cm. No. 594.00 589.00

c) With girths of 90 to 180 cm. No. 755.00 653.00

d) With girths of 180 to 270 cm. No. 826.00 717.00

e) With girths of 270 to 450 cm. No. 897.00 788.00

f) With girths of above 450 cm. No. 955.00 869.00

2

Rd. 2. a) Cu.M. 114.00 104.00

Rd.3 b) hard murum Cu.M. 133.00 116.00

Rd. 4 c) hard murum and boulders Cu.M. 150.00 147.00

3

Rd. 5. a) soft rock Cu.M. 308.00 280.00

Rd.6 b) hard rock by blasting Cu.M. 601.00 454.00

Rd. 7 c) hard rock by wedging chiselling or line drilling Cu.M. 735.00 673.00

Rd. 8 d) laterite rock Cu.M. 319.00 254.00

Rd- ROAD WORK


earth soil of all sorts sand, gravel or soft

murum

Item No.&

Item code

Excavation for roadways in soft strata such as

______ including dressing section to the required

grade, camber and side slopes and conveying the

excavated materials with all lifts upto a lead of 50 m

and spreading for embankment or stacking,

disposing as directed etc. complete.

Road Earth Work


Specification No.

Cutting down trees--------- including trunks and

branches and stacking the materials neatly within a

lead of 50m. as directed etc. complete.

Spec. No.:Rd. 1 Page No. 179

Spec. No.:Rd. 5,6,7,8 Page No. 184,185,186.

Excavation for roadways in hard strata such as __ ,

including dressing section to the required grade,

camber and side slopes and conveying the

excavated materials with all lifts upto a lead of 50 m

and spreading for embankment or stacking,

disposing as directed etc. complete.

Unit

Spec. No.:Rd. 2,3,4. Page No. 180,183,184

117

Completed Labour

Rate for 12-13 (in Rs)Item No.&

Item code



4

Rd. 9.

a) in all sorts of Soil Cu.M. 108.00 100.00

b) in Hard murum Cu.M. 133.00 126.00

c) in Hard murum & Boulder Cu.M. 145.00 143.00

d) in Soft rock Cu.M. 189.00 290.00

e) in Hard rock Cu.M. 638.00 532.00

5

Rd. 9. Cu.M. 125.00 114.00

6

Rd.14.

a) lead of 50m Cu.M. 40.00 22.00

b) lead over 50m to 300m Cu.M. 41.00 22.00

c) lead over 300m to 500m. Cu.M. 539.00 22.00

7

Rd.10.

a) static roller Cu.M. 40.00 24.00

b) vibratory roller Cu.M. 52.00 24.00

Watering and compacting of embankment formed of

materials obtained from the road cutting, within a

lead of 50m to 95% of standard proctor density after

laying them in layers of 20 to 30 cm with _____

roller etc. complete.

Excavation for widening of carriageway from 3 to

5.5m / 5.50 to 7.00m width in all sorts of soils


camber and side slopes and conveying the

excavated material with all lift upto a lead of 50m

and spreading for embankment or stacking as



Excavation catch / side water gutters _______ to

the specified section including stacking the

excavated stuff in a regular bund if necessary and

disposing off unsuitable or excess stuff as directed

upto 50 mtr. etc. complete.


Preparing embankment with approved materials

obtained from the cutting within a _____ including

all lifts, laying in layers of 20 to 30cm. thickness,

breaking clods, dressing to the required lines,

curves, grade & section with normal watering and

compaction etc. complete.



118

Completed Labour


Item code



8

Rd.10.

a) static roller Cu.M. 42.00 25.00

b) vibratory roller Cu.M. 52.00 25.00

9

Rd.10. Cu.M. 30.00 23.00

10

Rd.12.

a) 95% of standard proctor density

i) static roller Cu.M. 172.00 116.00

ii) vibratory roller Cu.M. 194.00 116.00

b) 100% of standard proctor density



11

Rd.13. Cu.M. 161.00 106.00


Providing earth work in embankment with approved

materials obtained from Departmental land or other

sources specified by Engineer in charge including

all lifts, laying in layers of 20 to 30cm. thickness,


curves, grade & section, normal watering and

compaction with power roller etc. complete.


materials obtained from the road cutting, within a

lead of 50m, to 100% of standard proctor density

after laying them in layers of 20 to 30 cm with _____

roller etc. complete.




materials obtained from the road cutting/Department

land, within a lead of 50m, with normal watering and

compaction including laying materials in layers of 20

to 30 cm with static roller etc. complete.



materials obtained from departmental land or other

sources specified by Engineer-in-charge including

all lifts, laying in layers of 20 to 30cm thickness,


curves, grade & section, watering and compaction

to ___ with ___ roller etc. complete.

119

Completed Labour


Item code



12

Rd.12.

a) 95% of standard proctor density



b) 100% of standard proctor density



13

Rd.13. Cu.M. 145.00 109.00

14

Rd.16 Cu.M. -- --


Earth work in embankement with approved

materials obtained from departmental land or other

sources specified by Engineer in charge, including

all lifts and leads laying in layers of 15 to 20 cm

thickness, breaking clods, dressing to the required

lines, curves, grades & section etc. complete

(without watering but possible cmpaction)



materials obtained from private land including all lifts

and laying in layers of 20 to 30cm thickness,


curves, grade & section, watering and compaction

to------- with-------roller etc. complete.



materials obtained from private land including all lifts

and laying in layers of 20cm to 30cm. Thickness

breaking clods dressing to the required lines,

curves, grade & section, normal watering and

compaction with power roller etc. complete.

120

Completed Labour


Item code



15

Rd.19.

i) By blasting Cu.M. 433.00 60.00

ii) By Breaking Boulders. Cu.M. 318.00 64.00

16

a) By Blasting (Hand broken)

Rd.19(a). i) 80mm metal Cu.M. 466.00 60.00

Rd.20. ii) 60mm metal Cu.M. 421.00 61.00

Rd.21. iii) 50mm metal Cu.M. 439.00 62.00

Rd.22. iv) 40mm metal Cu.M. 459.00 63.00

v) 80 mm laterite stone metal Cu.M. -- --

vi ) 60 mm laterite stone metal Cu.M. -- --

b) By Breaking boulders (Hand broken)

Rd.19(a). i) 80mm metal Cu.M. 365.00 60.00

Rd.20. ii) 60mm metal Cu.M. 375.00 61.00

Rd.21. iii) 50mm metal Cu.M. 416.00 62.00

Rd.22. iv) 40mm metal Cu.M. 430.00 63.00

17

Rd.23. Cu.M. 147.00 6.60

18

Rd.24. Cu.M. 129.00 6.60

19

Rd.26. Cu.M. 227.00 6.60

Spec. No.:Rd. 19(a),20,21,22 Page No.

199,200,201


Rd- Road W.B.M.Surfacing

Supplying soft murum at the road side, including

conveying and stacking etc. complete.

Supplying gravel at the road side, including

conveying and stacking etc. complete..



Supplying 15 to 23cm. Trap / granite / quartzite /

gneiss / laterite stone rubble at the road side for

soling/metal including conveying & stacking etc.

complete.


Supplying hard murum / kankar at the road side,

including conveying and stacking etc. complete.

Supplying-----trap / granite / quartzite / gneiss /

laterite stone metal at the road side for metal

including conveying & stacking etc. complete.

121

Completed Labour


Item code



20

Rd.27. Cu.M. 95.00 83.00

21

Rd.28,31,36. Cu.M. 29.00 25.00

22

Rd.29,34. Cu.M. 52.00 37.00

23

Rd.32.

i) static roller Sq.M. 14.00 3.30

(II) vibratory roller Sq.M. 18.00 3.30

24

Rd.32.


(II) vibratory roller Sq.M. 18.00 3.30

25

Rd.33.

i) on W.B.M. surface Sq.M. 5.50 5.50

ii) on B.T. surface Sq.M. 10.00 10.00

iii) on murum surface Sq.M. 3.40 3.40

26

Rd.35.


ii) vibratory roller Sq.M. 15.00 3.30

Spec. No.:Rd. 28,31,36,37 Page No.205, 206,209

Spreading oversize 40mm / 50mm / 60mm / 80mm

metal including sectioning etc. complete.

Laying 15 to 23cm. trap stone rubble soling

including hand packing with rubble chips etc

complete.(excluding cost of materials)

Spreading gravel / hard murum /soft murum & stone

dust over the rubble soling, oversize and size metal

layer / blandage on W.B.M. surface etc. complete.


Spec. No.:Rd. 29,34 Page No. 205,208

Picking the road surface including sectioning etc.

complete.

Spec. No.:Rd.32 Page No.206

Compacting sub grade / gravel / oversize metal

(200mm loose)layer 2 to 7 m wide with _____,

including necessary, labour, materials and artificial



Spec. No.:Rd.33 Page No. 208

Compacting sub grade / gravel / oversize metal

(200mm loose)layer upto 2.00m. wide with _____,

including necessary, labour, materials and artificial


Compacting the size metal (100 mm loose) layer

2.00 to 7.00 m width with _____ roller, including

necessary labour, materials and artificial watering

etc. complete.


122

Completed Labour


Item code



27

Rd.35.



28

Rd.35.



29

Rd.35.



As directed

30

Rd.37,39. Cu.M. 22.00 20.00

31

Rd.38.



Spreading hard murum / kankar on the road

formation / side width.

Spec. - As directed by Engineer-In-Charge.

Compacting the hard murum / kankar upto 2.00 m

width (200mm loose) with ______ roller including

artificial watering etc. complete.



upto 2.00m width with _____ roller, including


etc. complete.

Spec. No.:Rd. 37,39 Page No 209,210



upto 2.00 m width with ______ roller, including


etc. complete.



2.00m to 7.00m width with ______ roller, including


etc. complete.


DeletedDeleted

123

Completed Labour


Item code



32

Rd.38.



33

Rd.40.



34

Rd.41.

a) 40 mm Cu.M. 540.00 48.00

b) 25 mm Cu.M. 593.00 48.00

c) 20 mm Cu.M. 606.00 48.00

d) 12 mm Cu.M. 611.00 48.00

e) 10 mm Cu.M. 611.00 48.00

f) 6 mm Cu.M. 459.00 48.00

35

Rd.41. Cu.M. 249.00 6.30

36

No. 9.45 9.45

37

R.M. 3.30 3.15

Spec. No.:Rd. 41 Page No.215

Refixing the disturbed guard stone in position and in

line with necessary excavation, back filling, ramming

etc. Complete.



Supplying------- crushed metal of trap / granite /

quartzite / gneiss stone aggretage at the road side,

including conveying and stacking etc. complete for

use in bituminous road surface.


Compacting the hard murum side width, layer wise

on each side with ______ roller including artificial


Compacting the hard murum / kankar 2.00 to 7.00m

width (200mm loose) with _______ roller including

artificial watering etc. complete.


Supplying stone dust of trap stone aggregate at the

road side, including conveying and stacking etc.

complete for use in bituminous road surface.

Providing rain cuts over side shoulder and making

arrangement for surface drainage. etc. complete.


124

Completed Labour


Item code



38

Rd.73.

a) Trap rubble Sq.M. 163.00 39.00

b) Laterite rubble Sq.M. 0.00 0.00

39

Rd.74.

a) Trap rubble Cu.M. 614.00 170.00

3.8 b) Laterite rubble Cu.M. 0.00 0.00

39 (A)

Sq.M. 93.00 14.00

40

Rd.59. Sq.M. 337.00 26.00

41

Rd.43. Sq.M. 26.00 16.00

Providing and laying Shoulder drain of trap rubble of

0.45 X 0.45 m.section of 45 degree angle including

hand packing, filling voids with sand and shingles of

approved quality and ramming ect. Complete as

directed



Laying 50 mm thick full grout bituminous road

surface including preparing the existing road

surface, laying the required thickness of metal

layers, heating and spraying bitumen, spreading

chips and laying seal coat etc. complete, excluding

cost of stone aggregate, bitumen and compacting

with static roller.(using bulk asphalt) (Controlling

Item)



Providing dry Trap rubble stone pitching 23 cm thick


Providing dry Trap rubble stone masonry with

headers etc. complete.


Providing 50 mm (about 2") thick full grout

bituminous road surface including supplying all

materials, preparing the existing road surface, laying

the required thickness of metal layer, heating and

spraying bitumen, spreading chips, laying with seal

coat @ 125 Kg/100 square metre and compacting

etc. complete.(with Bulk asphalt 60/70 grade.)

Rd- Road Asphalt Surfacing

125

Completed Labour


Item code



42

Rd.44. Sq.M. 8.00 1.10

43

Rd.62.

i) 60/70 grade of bitumen Sq.M. 158.00 33.00

ii) 30/40 grade of bitumen Sq.M. -- --

44

Rd.49. Sq.M. 19.00 14.00

45

Rd.50. Sq.M. 5.75 1.10

46

Rd.62.



Compacting 50 mm thick full grout surface with

power roller including labour, use of plant etc.

complete (Controlling Item.)

Providing 25 mm thick HMHL bituminous premix

carpet of ---------- including supplying all materials,

preparing and cleaning the base, heating bitumen, ,

mixing hot bitumen and chips in drum mix plant,

laying the carpet layer by paver finisher and

compacting by power roller etc. complete.(using

Bulk Asphalt over B.T. Surface)



Providing 25 mm thick premix bituminous carpet of --

-------- including supplying all materials, preparing

and cleaning the base heating bitumen , mixing hot

bitumen and chips, laying the carpet layer and

compacting etc. complete.(using Bulk Asphalt).

Compacting 25 mm thick premix bituminous carpet

with power roller, including labour, use of tool and

plant etc. complete controlling item.




Laying 25 mm. thick premix bituminous carpet

including and cleaning the base, heating bitumen,

mixing bitumen &chips in a bitumen mixer and

laying the carpet layer etc.complete. (excluding cost

of stone aggregate, bitumen and compaction)

126

Completed Labour


Item code



iii) Sq.M. -- --

iv) Sq.M. -- --

v) Sq.M. 178.00 25.00

47

Rd.63.


ii) 30/40 grade of bitumen Sq.M. 0.00 0.00

48

Rd.51. Sq.M. 18.00 13.00

49

Rd.52. Sq.M. 4.80 1.10

50

Rd.63.



Laying 20 mm thick bituminous premixed carpet

including preparing and cleaning, mixing chips in a

bitumen mixer and laying the carpet etc. complete

(excluding cost of seal coat / tack coat, stone

aggregate, bitumen and compaction using Bulk

Asphalt)


Compacting 20 mm thick bituminous premixed

carpet with power roller, including labour, use of tool

and plant etc. complete.

PMB 70 grade of bitumen (prior approval of

superintending Engineer is essential)

NRMB 70 grade of bitumen (prior approval of


CRMB 55 grade of bitumen (prior approval of



Providing 20 mm thick H.M.H.L.bituminous

premixed carpet of ------including supplying all

materials, preparing and cleaning the base, heating

bitumen, mixing hot bitumen and chips, laying the

carpet layer with / without paver finisher and

compacting etc. complete. (using Bulk Asphalt.)

A) with paver finisher



Providing 20 mm thick bituminous premix carpet of --

------ including supplying all materials, preparing

and cleaning the base, heating bitumen mixing hot

bitumen and chips, laying the carpet layer and

compacting etc. complete.(using Bulk Asphalt.)

127

Completed Labour


Item code



iii) Sq.M. -- --

iv) Sq.M. -- --

v) Sq.M. 154.00 24.00

i) 60/70 grade of bitumen Sq.M. -- --


iii) Sq.M. -- --

iv) Sq.M. -- --

v) Sq.M. -- --

51

Rd.64,

a) Sq.M. 72.00 23.00

b) Sq.M. 103.00 23.00

52

Rd.53 Sq.M. 12.00 9.90

53

Rd.54 Sq.M. 4.40 1.10

B) without paver finisher








Over W.B.M. surface (bitumen @ rate of 1.80

kg / square metre.)

Over B.T. surface (bitumen @ rate of 1.00 kg

/ square metre.)

Laying single coat surface dressing including

cleaning the road surface heating and applying

bitumen to the road surface spreading chips etc.

complete,excluding cost of rolling (using bulk

asphalt).


Spec. No.:Rd.64Page No.233,MoRT&H,cl.508

Providing single coat surface dressing on _______

road surface including supplying all

materials,cleaning the road surface, heating and

applying bitumen,spreading chips, use of tools,

plant and equipments and rolling with static roller

etc.complete. (using bulk asphalt 60/70 grade)







Rolling the single coat bituminous surface dressing

of road with static roller including labour etc.

complete.

128

Completed Labour


Item code



54

Rd.65 Sq.M. 177.00 23.00

55

Rd.55 Sq.M. 14.00 12.00

56

Rd.56 Sq.M. 6.00 1.10

57

Rd.66 Sq.M. 62.00 9.90

58

Rd.57 Sq.M. 9.00 7.00

59

Rd.58 Sq.M. 3.96 0.60

Laying two coat bituminous surface dressing

including cleaning the road surface, heating and

applying bitumen to the road surface and spreading

chips etc. complete. (excluding cost of stone chips

and bitumen & Rolling).



Providing two coat Bitumen surface dressing

including supplying all materials,including all

leads,cleaning the road surface,spreading chips and

rolling etc.complete. (using bulk asphalt 60/70 grade

@ rate of 2.80 kg./ square meter.)

Rolling two coat bituminous surface dressing with a

power roller including labour use of plant etc.

complete (controlling item)

Providing bituminous Liquid seal coat to B.T.

surface including, supplying all materials with all

leads, preparing existing road surface, heating &

applying bitumen, spreading chips, rolling etc.

complete. (using bulk asphalt 60/70 grade @ rate of

0.98 kg / square metre)

Spec. No.:Rd.66 Page No. 233 MoRT&H Cl

Laying bituminous liquid seal coat to black top

surface including preparing the existing road

surface, heating and applying bitumen and

spreading chips etc.complete excluding cost of

stone chips bitumen and rolling. (using bulk

asphalt).



Spec. No.:Rd.64Page No.233, MoRT&H,

cl.508/2001.

Rolling the bituminous liquid seal coat with a power

roller including labour, use of plant etc. complete.

129

Completed Labour


Item code



60

a) Sq.M. 27.00 7.35

b) Sq.M. 53.00 9.45

61

a) 75mm thick

i) Power Roller Sq.M. 215.00 33.00

ii) with vibratory roller Sq.M. 228.00 33.00

b) 50mm



a)


ii) with vibratory roller Sq.M. 250.00 36.00

b) 50mm




@ 100 Kg/100 m2 over W.B.M. surface

Spec. No.:MoRT&H cl.503/2001

Providing and laying Modified Penetration

Macadam road surface for compected thichness of

50 mm supplying all materials, preparing the

existing road surface, to recive the MPM course

i.e.cleaining Existing WBM surface, spreading of 40

mm size metal layer in required thickness with

compaction with power roller heating and Spraying

bitumen with sprayer,spreading key aggreagates

(12 mm chips) and final compation with power roller

etc.complete.( using 60/70 grade of bitumen )

coat @ 50 kg./ 100 Sqm,

A) On W.B.M.surface including picking

the existing surface,

B) on B.T.surface including tack

75 mm thick

@ 50 Kg/100 m2 over B.T.surface

Providing and laying bituminous tack coat, @..........

by manual/mechanical sprayer including supplying

all materials,preparing the existing surface, heating

bitumen and applying tack coat evenly on the

surface etc. complete. (using 60/70 grade)

130

Completed Labour


Item code



62

A)

a) static roller

i) 60/70 grade of bitumen Cu.M. 5125.00 68.00

ii) 30/40 grade of bitumen Cu.M. -- --

b) vibratory roller



B)

a) static roller



b) vibratory roller



C)

a) static roller

i) 60/70 grade of bitumen Cu.M. -- --


b) vibratory roller

i) 60/70 grade of bitumen Cu.M. -- --


Providing and laying hot mix hot laid bituminous

macadam 50/75 mm average thickness with---

bitumen by weight of total mix for levelling course to

remove irregularities / Base course including

diversion of traffic supply of all materials, heating

bitumen and chips in drum mix plant, cleaning the

road surface, laying bituminous macadam by paver

finisherr including compacting with ____ roller

transportation and cost of all materials, bitumen

from refinery etc. complete. (excluding tack coat).

Spec. No.:MoRT&H cl.504/2001

2.5% Levelling course

3% Base course

3.3% Base course

131

Completed Labour


Item code



63

MoRT&H-803

a) Yellow R.M. 101.00 3.30

b) White R.M. 106.00 3.30

64

MoRT&H-803

a) Yellow Sqm 1016.00 3.00

b) White Sqm 1064.00 2.20

65

MoRT&H-803

R.M. 7.50 3.60

R.M. 6.00 3.60

66

MoRT&H-803

Sq.M. 106.05 42.00

Sq.M. 56.00 29.00

Spec-No.-MoRT&H-803.

Providing and laying of hot applied thermoplastic

compound 3.00 mm thick Yellow / White including

reflectorising glass beads @250 gms.per sqm

area,thickness of 3.00mm 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 with 3 years guarantee.

Providing and laying of hot applied Yellow / White

thermoplastic compound 3.00 mm thick, traffic lane

edge/centre lines strips 10cm. wide, including

reflectorising glass beads @250 gms.per sqm

area,thickness of 3.00 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 with 3 years guarantee.


Providing and painting centre line, dashes, arrows

etc.in two coats on new / old work with ready

mixedroad marking paint conforming to IS:164 on

bituminous surface, including cleaning the surface

of all dirt,dust and other forein matter, demarcation

at site and traffic control involved etc. complete. (10

cm in width)


b) old

a) new

b) old

a) new

Providing and painting Zebra painting of pedestrain

crossing on the carriageway with approved road

marking paint in two coats etc. complete.(over

10cm.wide patta)


Rd. Road Painting

132

Completed Labour


Item code



67

No. 254.00 53.00

68

No. 187.00 49.00

69

No. 80.00 33.00

70

No. 39.00 15.00

71

i) For lettering upto 5 cm. height - No. 3.60 1.10

ii) For lettering 5 to 7.5 cm. height - No. 4.50 1.10

iii) For lettering 7.5 to 10 cm. height - No. 6.00 1.10

iv) For lettering 10 to 12.50 cm. height - No. 6.00 1.10

v) For plain surface. Sq.M. 52.00 12.00

72

Sq.M. 16.00 12.00

73

Sq.M. 15.00 5.50

74

No. 7.70 3.30

Painting 5th K.M. stone with approved enamel paint

in two coats and lettering including cleaning surface

etc. complete.


Providing white washing the parapets of bridges,

culverts and parapet and two coats of approved

colour washing etc. complete.

Painting Ordinary K.M. stone with approved enamel

paint in two coats and lettering including cleaning


Providing oil painting to the plain surface of cement

plaster, wooden planks, steel sheets etc. complete

in two coats with superior grade oil paints. Rate for

Painting the letters as under-



Painting Boundary stones with approved enamel

paint in two coats and lettering including cleaning



Painting Two Hundred Meter stone with approved

enamel paint in two coats and lettering including

cleaning surface etc. complete.

Providing white washing the guard stone and two

coats of approved colour washing etc. complete.




Providing 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.


133

Completed Labour


Item code



75

Cu.M. 433.00 304.00

76

Sq.M. 8.80 8.80

77

Rd. 69. No. 2496.00 513.00

78

Rd. 69. No. 1612.00 330.00

79

Rd. 69. No. 676.00 81.00

80

Rd. 70. No. 442.00 81.00

81

Rd. 70. No. 300.00 61.00Spec. No.:Rd.70 Page No. 244

Spec. No.:Rd.69 P- 243 & MoRT&H-804

Providing R.C.C.(M-15) ordinary kilometre stone of

standard design as per IRC:8-1980, fixing in

c.c.M15, including painting and printing etc.

complete.

Providing R.C.C.(M-15) 200 metre stone of standard

design as per IRC:8-1980, fixing in c.c.M15,

including painting and printing etc. complete.

Providing R.C.C.(M-15) 5th kilometre stone of

standard design as per IRC:8-1980,fixing in

c.c.M15, including painting and printing

etc.complete.


Breaking and removing the existing cement

concrete pavement to full width, depth including

lean concrete, cutting dowel bars, breaking the

removed cement concrete slab pieces into 50 to 80

mm size, spreading the layer, watering and

consolidation with power roller etc. complete. (IInd

layer not to be more than 75mm)

Rd- Road Furniture

Dressing of side shoulder including excavation,

cutting shrubs and bushes, spreading the excavated

stuff and section in to the required line, level and

slope etc. complete.



Spec. No.:Rd.70 P- 244 & MoRT&H-806.

Providing R.C.C.(M-15) Boundary stone of standard

design as per IRC:25-1967, fixing in c.c.M15,

including finishing and lettering but excluding

painting etc.complete.

Providing and fixing M-15 R.C.C.Guard stone of 20

x 20 x 75 cms including fixing in ground and white

washing etc. Complete.


134

Completed Labour


Item code



82

a)

i) of size 90 cms.equilateral triangle No. 4620.00 126.00

ii) of size 60 cms.equilateral triangle No. 4427.00 126.00

b)

i) of size 90 cms.diametre No. 5692.00 332.00

ii) of size 60 cms.diametre No. 4367.00 332.00

83

Sq.M. 8835.00 594.00

Providing and fixing ______ & out of 16 guage (1.6

mm) thick mild sheet painted with one coat of zinc

chromate stoveing primer and two coats at white

stove enamel paint and red border on front side and

gray store enamel on backside symbols with cut out

of red retro reflective sheeting of engineering grade,

including one M.S angle post size 65 x 65 x 6.5mm,

& 3.85 meter long, duly painted with synthetic

enamel, alternate black and white bands of 25 mm

of width including G.I.fixtures etc. and fixing the

boards in 1:4:8 concrete block of size 60 x 60 x 75

cms including transportation etc.complete.

Providing and fixing informatory sign boards in

square and rectangular shape of any size made out

of 16 Gauge (1.6mm) thick Mild Steel sheet painted

with one coat of zinc chromate stoveing primer and

two coats of green stove enamel paint on front side

and grey stove enamel on back side and border

message/symbols etc. with cutout of white retro

reflective sheeting of engineering grade, including

M.S. angle frame of size 35 x 35 x 3 MM and two

M.S. angle iron post of size 65 x 65 x6MM , 3.65

metre long properly crossed brace with angle iron of

size 50 x 50 x 5MM duly painted with alternate black

and white bands of 25cm width including

G.I.fixtures, fixing the board in 1:4:8 concrete block

of size 60 x 60 x 75 cm including tranportation

etc.complete. (The work to be executed with prior

approval of Superintending Engineer.)

IRC-67of 2001

cautionary/warning sign boards

IRC-67of 2001

mandatory/regulatory sign boards

135

Completed Labour


Item code



84

i) Size 90 cm Triangle No. 4257.00 332.00

ii) Size 60 cm Triangle No. 3738.00 332.00

85

No. 8224.00 --

No. 9944.00 --

No. 10671.00 --

No. 12460.00 --

No. 7933.00 --

No. 8107.00 --

IRC-67of 2001

A) Providing and fixing with apex point upward

prepared on fibre reinforced plate 3.0 milimetre thick

bonded with white retroreflective sheeting on

Engineering grade having pressure sensitive/heat

activated adhesive retoreflective white back ground

and red border and back side gray, retroreflective

symbols, letters, numerals, arrows, one M.S.angle

post of 65 x 65 x 6 milimetre size and 3.65 metre

long, inflated bottom and drilled on top,and painting

posts with white & black border of 25

centimetres,fitting board to post with 2 numbers of

strong G.I.bolts and nuts including transportation &

fixing in p.c.c.1:4:8 etc. complete. (The work to be

executed with prior approval of Superintending

Engineer.)

IRC-67of 2001

(ii) High intenc ity grade

(ii) High intencity grade

c) (i) Prohibitory sign boards having size 60cm. Circular

(ii) High intencity grade

a) (i)Cautionary sign boards 90cm.equilateral triangle

b) (i) Informatory sign boards of size 60x80 cm.

Providing and fixing Cautionary warning sign board

having shape of equilateral triangle of 90/60 cm size

made out of 16 Gauge (1.6mm) thick Aluminium

sheet painted with one coat of zinc chromate

stoveing primer and two coats of white stove

enamel paint & red border on front side and grey

stove enamel on back side symbol with cutout of red

retro reflective sheeting of engineering grade,

including one M.S. angle post of size 65 x 65 x 6

MM, 3.65 M long duly painted with synthetic enamel

paint alternate black and white band of 25 cm of

including G.I.fixtures,fixing the board in 1:4:8

concrete block of size 60 x 60 x 75 cm including

tranportation etc.complete. (The work to be

executed with prior approval of Superintending

Engineer.)

136

Completed Labour


Item code



86

i) a) Board size 1.20 x 0.90 metre. No. 19778.00 --

b) High intensity grade No. 22602.00 --

ii) a) Board size 1.80 x 0.90 metre. No. 42272.00 --

b) High intensity grade No. 49878.00 --

87

MoRT&H-401 Cum. 31.00 10.00Spec. As directed by Engineer-in-charge.

Rd -Road Miscellaneus Work

Providing earthwork in embankment with fly ash

available at factory site upto lead of 50m including

all lifts, laying in layers of 20cm. to 30cm. thick


curves, grade & section, watering & compacting with

power rollor to achieve dry density 1.43 gm /cc with

OMC of 18.50 % as per direction of Engg. in

charge.

IRC-67of 2001

Providing & fixing Road junction / Information sign

boards of size _____ prepared fibre reinforced plate

4.0 milimetre thick on frame of 40 x 40 mm angle

with support of 40 mm m.s. patti of 6.00 mm thick

for strengthening including bonded with blue

retroreflective sheeting of Engineering grade having

preasure sensitive/heat activated adhesive

retroreflective with as per directed colour with

retroreflective symbols, letter, numbers, arrows with

two m.s. angle post of 65 x 65 x 6 mm size and 3.65

metre long in one pieces with out joint inflow at

bottom and drilled on top with bracing of 40 x 40 x 5

mm m.s. angle and painting with white and black

border of 25 mm., fixing boards on post with

including transporation fixing in 1:4:8 cement

concrete block of 60 x 60 x 75 cm. size at site etc.

complete. (The work to be executed with prior

approval of Superintending Engineer.)

137

Completed Labour


Item code



88

MoRT&H-401 Cum. -- --

89

MoRT&H-601 Cum. 3160.00 469.00

Providing and laying in situ Dry lean cement

concrete sub-base of trap metal of specified

gradation using ,mixing as per approved design mix,

compacting with vibratory roller of minimum 80-

100KN static weight to give desired compacted

density,providing construction joints,and curing with

liquid curing compound and sprikling water, and

covering with moist hessain or ponding of water for

7days including all materials,labour,machinery with

all leads and lifts,bailing out water manually,and

formwork etc complete.

Providing and laying granular subbase (GSB) of

compacted thickness of 150mm in two layers, each

layer not exceeding 75mm compacted thickness

with specified graded gravel in subbase course,

including conveying all material, labour, machineryl

to the site of work,spreading specified graded gravel

in uniform layers on prepared surface,watering and

compacting with static and vibratory roller

etc.complete.

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

Spec. M.O.R.T.& H. 601

138

Completed Labour


Item code



90

MoRT&H-602

Cum. 5708.00 651.00

Cum. 4945.00 651.00

91

I) Using Concrete Mixer

Cu.M. 4320.00 459.00

Cu.M. 4627.00 459.00

Cu.M. 4810.00 459.00

Cu.M. 4933.00 459.00

c) M-30

d) M-35


b) with flyash.

Providing and laying in situ cement concrete road

pavement of -----grade,including supplying all

materials, providing steel form work, compaction by

plate vibrator, providing joints at every thirty meters

internal and filling the joints with bitumen,curing

etc.complete. (Excluding cost of reinforcement)

(Newly laid concrete shall be covered by gunny

bag/plastic sheet/tarpaulin etc. for curing period

complete.)


a) M-20

b) M-25

Providing and laying Pavement Quality Concrete of

M-20 grade (cast in situ) of trap metal including

providing 125 micron thick impermeable plastic

sheet membrane over the surface to be

covered,coarse and fine aggregates of specified

gradation using minimum cement content of 350

kg/cum., approved admixtures, mixing as per the

design mix to the specified workability, providing

necessary side forms, rails and guidewires,

transporting the mix with transit mixers and laying

and spreading within fixed form by mechanical

auger and compacting with plate vibrator and

minimum ten needle vibrators curing with approved

resin based aluminised reflective curing compound

and covering with moist hessian or ponding and

sprinkling of water for a minimum period of 14 days,

fixing dowels, tie-bars, cutting joints, joint-fillers,

sealants and all types of joints and finishing to the

desired surface texture including all material, labour,

machinery with all leads and lifts etc complete.(Prior

permission of S.E. is essential )

a) without flyash.


Deleted

139

Completed Labour


Item code



Cu.M. 4472.00 56.00

Cu.M. 4780.00 56.00

Cu.M. 4909.00 56.00

Cu.M. 4965.00 56.00

92

MoRT&H-601 Cum. -- --

93

MoRT&H-601 Sq.M. 450.00 --

Providing and laying a layer of three dimensional

cellular confinement system, "StrataWeb" GEOCELL,

made of ultrasonically-welded HDPE strips, which

acts as a subgrade/subbase improving

reinforcement mat for road pavements (Weld

distance of each cell=356mm,Depth of

cell=150mm.)


c) M-30

d) M-35

II) Using Batching plant,transit mixer

and concrete pump.(RMC)

a) M-20

b) M-25


Providing coursed laterite stone masonry using all

stones of full height in each course of laterite stones

in cement morter 1:6 for retaining walls including

striking out joints racking out joints watering etc.

complete.

140

Completed Labour

Br - FOUNDATION

1 Dismentling carefully the old structure ----------

----------- including cutting reinforcement steel

bars, sorting out serviceable materials and

stacking, disposing off unserviceable material,

upto lead of 50m etc. Complete.

BR-2 Spec. No. BR-2 Page No.100

a) Reinforced Cement Concrete Cu.M. 395.00 323.00

b) Plain Cement Concrete Cu.M. 335.00 271.00

c) Stone Masonry in Lime or Cement Morter Cu.M. 320.00 297.00

d) R.C.C.pipe drain,only pipes.up to 900 mm.

Dia.

R.M. 131.00 123.00

e) R.C.C.pipe drain,only pipes. 900mm.to

1200mm. Dia.

R.M. 262.00 248.00

2 Excavation for foundation ----------- including

shoring and strutting as necessary and

disposing off excavated stuff excluding

dewatering if seperately provided,as directed

etc. complete (for depth upto 1.50 M.)


a) earth, soils of all types, sand gravel Cu.M. 122.00 109.00

b) hard murum Cu.M. 139.00 131.00

c) hard murum & boulders Cu.M. 154.00 149.00

d) In Soft rock Cu.M. 320.00 300.00

e) In Hard rock by blasting Cu.M. 537.00 484.00

f) Hard rock by Chiselling & Wedging. Cu.M. 787.00 691.00

BRIDGE WORKS.



Item No.&

Item code


141

Completed Labour



Item No.&

Item code


3(A) Dewatering for ---(a/b/c/d/e)--- in---(i/ii/iii)---

including diversion of stream providing

cofferdam, bunds etc. as may be necessary

for foundation and other parts of work and

bailing out and / or pumping out water below

the actual initial natural water level during

execution of all items of construction as

required (from start of that particular

component till completion of bridge) including

all leads and lifts etc. Complete Note: All

items of construction i.e.excavation, bedding,

(soling & PCC ) and concreting of that

structure upto natural water level.


( i ) other soil

a) Abutment Cu.M. 129.00 30.00

b) Returns Cu.M. 52.00 30.00

c) Piers Cu.M. 194.00 30.00

d) Raft, Cut of Walls Cu.M. 159.00 30.00

e) Toe Wall, Apron Cu.M. 59.00 30.00

(ii) Sandy soil


b) Returns Cu.M. 88.00 30.00

c) Piers Cu.M. 299.00 30.00



(iii) Perennial River or Stream


b) Returns Cu.M. 166.00 30.00

c) Piers Cu.M. 625.00 30.00



142

Completed Labour



Item No.&

Item code


3(B) Dewatering on BHP basis by using water

pump---i/ii/iii---including diversion of streams,

providing earthen bunds coffer dam etc. as

may be necessary for foundation and other

parts of the work and bailing out and pumping

out water, during and after excavation as

required (The item include dewatering for

excavation upto foundation level, filling

foundation and sub structure masonry above

water level)( Prior approval of S.E.is

necessary )

BR-4 Spec. No. BR-4 Page No.104-105

( i )By using 3 Horse power pump. Hour 66.00 50.00

( ii )By using 5 to 9 Horse power pump. Hour 85.00 50.00

( iii )By using 10 to 19 Horse power pump. Hour 108.00 50.00

4 i)Providing & laying in situ-------cement

concrete of trap/granite/quartzite/gneiss metal

in foundation including necessary bailing out

water, compacting and curing (excluding

dewatering by pump).

BR-5 Spec. No. BR-5 Page No.105 & MoRT&H-

cl.1500,1700 & 2100

Span length less than 30 mtr.

A) excluding form work

a) PCCM-10 Cu.M. 3322.00 287.00

b) PCCM-15 Cu.M. 3776.00 393.00

c) PCCM-25 Cu.M. 4700.00 393.00

d) PCCM-30 Cu.M. 4742.00 393.00

B) including form work

Using Concrete Mixer


a) PCCM-10 Cu.M. 3282.00 292.00

b) PCCM-15 Cu.M. 3815.00 393.00

Span length more than 30 mtr.

c) PCCM-25 Cu.M. 4772.00 393.00

d) PCCM-30 Cu.M. 4816.00 393.00

Deleted

143

Completed Labour



Item No.&

Item code


II) Using Batching plant,transit mixer and

concrete pump.(RMC)


a)PCCM-25 Cu.M. 3638.00 48.00

b)PCCM-30 Cu.M. 4043.00 34.00

5 Providing uncoursed rubble trap / graninte /

quartize / gneiss stone masonry in cement

mortar 1:5 for foundation of piers, abutments,

wings etc complete including bailing out water

striking joints and watering complete.

BR-6 Spec. No. BR-6 Page No.107 Cu.M. 2463.00 702.00

6 Providing & laying in situ ------------ controlled

reinforced cement concrete of trap metal for

raft slab including "V" haunches, formwork,

scaffolding, compaction by vibrating, finishing

curing etc. complete. (excluding

reinforcement).

BR-5 Spec. No. BR-5 Page No.105 & MoRT&H

cl.1500,1700&2100


a)RCCM-20 Cu.M. 4899.00 335.00

b)RCCM-25 Cu.M. 5019.00 335.00


c)RCCM-30 Cu.M. 5043.00 335.00

d)RCCM-35 Cu.M. 5061.00 335.00

7 Prividing and fixing pressure relief pipes of

100 mm diametre of _______ as per drawing

for R.C.C Raft, galaries etc complete.

Spec. As directed by Engineer-In-Charge.

a) AC R.M. 108.00 52.00

b) PVC R.M. 108.00 52.00

144

Completed Labour



Item No.&

Item code


8 Providing and laying in situ controlled cement

concrete------- grade of trap metal for

annular filling around abutment piers for

foundation including necessary bailing out

water, compacting, curing etc. complete

(excluding dewatering by pump & formwork)

BR-5 Spec. No. BR-5 Page No.105,MoRT&H-

1500,1700&2100


a)PCCM-10 Cu.M. 3290.00 287.00

b)PCCM-15 Cu.M. 3776.00 393.00


c)PCCM-25 Cu.M. 4700.00 393.00

d)PCCM-30 Cu.M. 4742.00 393.00

9 Providing Island for ------------------- laying

steel curbs for cutting edge of wells for depth

upto 3 m for standing water including

supplying earth / murum/ within 50 m head

lead in river / creek including necessary

caging for protection etc complete.

Spec.No. MoRT&H-1200

a) 4 M dia well No. 45492.00 10377.00

b) 6 M dia well No. 59812.00 10377.00

c) 8 M dia well No. 83869.00 10377.00

d) 10 M dia well No. 105480.00 10377.00

10 Providing fabricating, launching, floating and

grounding in position steel curbs for wells with

necessary steel bracings and steel cutting

edges as shown in the detailed drawings etc.

Complete as directed by Engineer in charge.

BR-8 Spec. No. BR-8 Page No.108 M.T. 67165.00 7967.00

11 Providing fabricating and setting out mild steel

cutting edges for reinforced cement concrete

well curbs as shown on the detailed drawings

etc. Complete

Spec. No. As directed by Engineer in charge M.T. 62230.00 3460.00

145

Completed Labour



Item No.&

Item code


12 Providing steel anchor dowell at base of the

well including drilling holes up to 2.50m.depth

in rock placing the dowells in position and

effectively grouting the holes (4no.of

32mm.dia.steel rod of 4 m. each ) etc.

complete

BR-16 Spec. No. BR-16 Page No.120 No. 5455.00 435.00

13 Providing steel anchor dowell bar including

drilling holes of 75mm dia. (one no.) in rock

placing the dowell in position and effectively

grouting the hole 32 mm dia anchor steel rod

including taking out the removable M.S. Pipe

etc. complete.

Spec. - As directed by Engineer-In-Charge. R.M. 1232.00 81.00

14 Providing steel anchor dowell bars including

drilling holes of 75mm dia. (one no) in rock

placing the dowell in position and effectively

grouting the hole 32mm dia.anchor steel rod

with M.S. Pipe left inside etc. complete.

BR-16 Spec. - As directed by Engineer-In-Charge. R.M. 1518.00 77.00

15 Providing steel anchor dowells through

steining of the well, at the base of the well in

position and including drilling holes upto 2.5

mt. depth in rock effectively grouting the holes

(4 no.of 32 mm diameter steel bar 4 m each)

etc.complete


16 Providing and laying in situ cement concrete

grade -------- of trap metal in the hollow of the

steel curb including compaction by vibrating &



a)PCC M-10 Cu.M. 3188.00 514.00

b)PCC M-15 Cu.M. 3575.00 514.00

c)PCC M-20 Cu.M. 3720.00 514.00

146

Completed Labour



Item No.&

Item code


17 Providing & laying in -------- of trap / granite /

quartzite / gneiss metal for R.C.C.well curbs

including necessary compacting by

vibrating,finishing and curing etc. complete.

(excluding reinforcement and including

shuttering)


1200,1500&1700



a)RCCM-20 Cu.M. 4782.00 336.00

b)RCCM-25 Cu.M. 5179.00 336.00


c)RCCM-30 Cu.M. 5376.00 336.00

d)RCCM-35 Cu.M. 5570.00 336.00


concrete pump.(RMC)


a)RCCM-20 Cu.M. 4928.00 38.00

b)RCCM-25 Cu.M. 5326.00 40.00


c)RCCM-30 Cu.M. 5522.00 40.00

d)RCCM-35 Cu.M. 5746.00 40.00

18 Providing and laying in situ cement concrete---

----trap / granite/quartzite/gneiss metal in well

steining including shuttering compacting by

vibrating, rodding finishing and curing etc.

complete (excluding reinforcement)


1200,1500&1700



a)RCCM-20 Cu.M. 4662.00 335.00

b)RCCM-25 Cu.M. 4890.00 335.00


c)RCCM-30 Cu.M. 5023.00 335.00

d)RCCM-35 Cu.M. 5060.00 335.00

147

Completed Labour



Item No.&

Item code



concrete pump.(RMC)


a)RCCM-20 Cu.M. 4809.00 40.00

b)RCCM-25 Cu.M. 5039.00 40.00


c)RCCM-30 Cu.M. 5212.00 40.00

d)RCCM-35 Cu.M. 5486.00 40.00

19 Providing and laying in situ -------- trap /

granite / quartizite / gneiss metal for the

bottom plugs of wells in the dry or under water

including compation by vibrating and curing

wherever necessary etc complete


1200,1500&1700.

a)PCC M-10 Cu.M. 3638.00 335.00

b)PCC M-15 Cu.M. 4386.00 335.00

c)PCC M-20 Cu.M. 4731.00 335.00

d)PC M-25 Cu.M. 5115.00 335.00

e)PCC M-30 Cu.M. 5316.00 335.00

f)PCC M-35 Cu.M. 5428.00 335.00

20 Providing and filling in well with single and

sand including compacting between the top

and bottom plugs etc. Complete

BR-18 Spec. No. BR-18 Page No.122, MoRT&H-304 Cu.M. 624.00 141.00

21 Providing and laying in situ-------- of

trap/granite/quartzite/ gniess metal for top

plug of wells including compaction by vibration

and curing etc complete


1200,1500&1700

a)PCC M-10 Cu.M. 3530.00 335.00

b)PCC M-15 Cu.M. 3991.00 335.00

c)PCC M-20 Cu.M. 4317.00 335.00

d)PCC M-25 Cu.M. 4462.00 335.00

e)PCC M-30 Cu.M. 4930.00 335.00

f)PCC M-35 Cu.M. 5019.00 335.00

148

Completed Labour



Item No.&

Item code


22 Providing and laying in situ------- of

trap/granite / quartzite / gniess metal for

reinforced cement concrete well / pile caps

including necessary formwork compaction by

vibrating finishing and curing etc. complete.

(Excluding reinforcement)


1200,1500&1700



a)RCCM-20 Cu.M. 4885.00 320.00

b)RCCM-25 Cu.M. 5269.00 320.00


c)RCCM-30 Cu.M. 5464.00 320.00

d)RCCM-35 Cu.M. 5533.00 320.00


concrete pump.(RMC)


a)RCCM-20 Cu.M. 5030.00 40.00

b)RCCM-25 Cu.M. 5416.00 40.00


c)RCCM-30 Cu.M. 5609.00 40.00

d)RCCM-35 Cu.M. 5682.00 40.00

149

Completed Labour



Item No.&

Item code


23 Sinking of------------- for foundation in soft

strata/ boulders etc. which can be removed by

grabing and 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 through such strata

including removal of obstacles and use of

necessary plant & machinery, driver etc

complete and proper setting of wells including

all methods except pneumatic sinking (depth

0 to 5 Metres).

1. For 5 m. to 10 m. depth 30% extra over

basic rate.

2. For 10 m. to 15 m.depth 40% extra over

basic rate.


basic rate.

4. For 20 m.to 25 m.depth 100% extra over

basic rate.


basic rate.


basic rate.


basic rate.

8. For 40 m. to 45 m.depth 1100% over basic

rate.


sec.1200

a) 4 m dia well R.M.T. 36263.00 3820.00

b) 5 m dia well R.M.T. 42069.00 4081.00

c) 6 m dia well R.M.T. 60947.00 4233.00

d) 7 m dia well R.M.T. 81309.00 4417.00

e) 8 m dia well R.M.T. 104507.00 4417.00

f) 10 m dia well R.M.T. 122928.00 4417.00

150

Completed Labour



Item No.&

Item code


24 Providing & laying in situ---------Controlled

reinforced cement concrete of

trap/granite/quartzite/ gneiss metal for cut of

walls including formwork,scaffolding,

compaction by vibrating, finishing, curing etc

complete. (excluding reinforcement).



a)RCCM-20 Cu.M. 3766.00 368.00

b)RCCM-25 Cu.M. 4373.00 368.00


c)RCCM-30 Cu.M. 3923.00 368.00

d)RCCM-35 Cu.M. 4566.00 368.00

25 Providing and laying in position rubble stone

of approved size for appron etc. complete as

directed by Egineer in Charge.

BR-57 Spec.No.BR-57 Page No.151,MoRT&H-2503 Cu.m. 652.00 166.00

26 Providing M-30 R.C.C. cast in situ------------

bored piles each of load capacity as per

design and of specified diametre or as

directed, placed through steel shell sunk to

the required depth through all strata except

rock, excluding provision of reinforcement

including placing concrete by tremie

arrangement compaction of concrete and

withdrawal of steel shell, Chipping dressing of

R.C.C. piles cleaning the reinforcement etc.

complete.

BR-21 Spec. No. BR-21, Page 124,MoRT&H-

1100&1700.

a) 450 mm dia R.M. 1822.00 388.00

b) 475 mm dia R.M. 1888.00 402.00

c) 500 mm dia R.M. 2027.00 419.00

d) 525 mm dia R.M. 2163.00 432.00

e) 550 mm dia R.M. 2387.00 451.00

f) 600 mm dia R.M. 2649.00 487.00

g) 625 mm dia R.M. 2794.00 506.00

151

Completed Labour



Item No.&

Item code


h) 650 mm dia R.M. 3007.00 525.00

I) 750 mm dia R.M. 3542.00 611.00

j) 800 mm dia R.M. 3843.00 661.00

k) 825 mm dia R.M. 4016.00 686.00

l) 900 mm dia R.M. 5094.00 766.00

n) 975 mm dia R.M. 5511.00 855.00

m) 1000 mm dia R.M. 6026.00 886.00

o) 1050 mm dia R.M. 6625.00 948.00

p) 1100 mm dia R.M. 7374.00 949.00

q) 1200 mm dia R.M. 8733.00 1161.00

r) 1500 mm dia R.M. 12614.00 1665.00

27 Providing M-35 R.C.C. cast in situ bored piles

each of load capacity as per design and of

specified diametre or as directed, placed

through steel shell sunk to the required depth

through all strata except rock, excluding

provision of reinforcement including placing

concrete by tremie arrangement compaction

of concrete and withdrawal of steel shell

chipping, dressing of R.C.C. piles cleaning the

reinforcement etc. complete.

BR-21 Spec.No.BR-21,P-124,MoRT&H-

1100,1600,&1700

a) 450 mm dia R.M. 1850.00 388.00

b) 475 mm dia R.M. 1917.00 402.00

c) 500 mm dia R.M. 2053.00 419.00

d) 525 mm dia R.M. 2193.00 432.00

e) 550 mm dia R.M. 2413.00 451.00

f) 600 mm dia R.M. 2678.00 487.00

g) 625 mm dia R.M. 2822.00 506.00

h) 650 mm dia R.M. 4187.00 525.00

152

Completed Labour



Item No.&

Item code


I) 750 mm dia R.M. 3569.00 611.00

j) 800 mm dia R.M. 3839.00 661.00

k) 825 mm dia R.M. 4045.00 686.00

l) 900 mm dia R.M. 5124.00 766.00

n) 975 mm dia R.M. 5540.00 855.00

m) 1000 mm dia R.M. 6053.00 886.00

o) 1050 mm dia R.M. 6656.00 948.00

p) 1100 mm dia R.M. 7403.00 1016.00

q) 1200 mm dia R.M. 8760.00 1161.00

r) 1500 mm dia R.M. 12643.00 1665.00

28 Providing placing and driving in position for

R.C.C.Piles, 6mm thick permanent M.S. liner

upto required depth with 12mm thick M.S.

cutting gauge of 0.50 metre length at bottom

including fabricating, cutting the M.S. sheet to

required diametre and shape, welding the

joints and driving with the help of required

machineries including all materials labours

and lifts etc. complete.

Spec. No. As directed by Engineer-in Charge -- --

29 Providing and cutting bending, hooking, laying

in position and tying Mild steel / HYSD / TMT

bars for reinforcement as per detailed

drawings for R.C.C.work.

BR-35,49. Spec.No. BR35P.134, BR.49P.143, &

MoRT&H-1600

a) Mild Steel bars M.T. 50486.00 3335.00

b) HYSD bars M.T. 62817.00 3335.00

c) T.M.T. bars M.T. 63453.00 3197.00

30 Providing welded joints for Mild / H.Y.S.D.

steel reinforcement bars etc. complete


a) upto 25 mm dia. No. 185.00 97.00

b) above 25 mm dia. No. 287.00 97.00

153

Completed Labour



Item No.&

Item code


BR-SUB-STRUCTURES .

31 Providing & laying in situ_______ cement

concrete of trap/granite/quartzite/ gneiss

metal for cast in citu piers, abutment, returns,

wings etc. including provision of "V" shaped

false joints to form suitable panels on the

faces to approve design with compacting by

vibrating and curing complete, including form

work centering (excluding dewatering by

means of pump) and including bailling out

water and curing etc. complete. (upto 5.00 mt.

height) Note : add 2% for over 5.00 mt.height

increase upto 10.00 mt. and 6% height

above 10.00 mt.(height for that particular

structure)

BR-27 Spec. No. BR-27 Page No.127& MoRT&H-

cl.1500,1700 & 2100



a)PCCM-10 Cu.M. 3400.00 370.00

b)PCCM-15 Cu.M. 4159.00 352.00


c)PCCM-25 Cu.M. 4854.00 352.00

d)PCCM-30 Cu.M. 5039.00 352.00


concrete pump.(RMC)

a)PCCM-25 Cu.M. 5000.00 42.00

b)PCCM-30 Cu.M. 5184.00 42.00

32 Providing coursed rubble trap / granite /

quartzite / gneiss stone masonry in cement

mortar __ for abutment, return, wings, head

walls etc. with khandki facing and pointing

with cement mortar 1:3 for all khandki faces

and rubble facing with struck joints for rubble

backing including scaffolding, bailing out

water and watering masonry etc. complete.


I) Cement Morter 1:5 Cu.M. 3746.00 1871.00

ii) Cement Morter 1:4 Cu.M. 4029.00 1871.00

154

Completed Labour



Item No.&

Item code


33 Providing & laying in situ_______ cement

concrete of trap/granite/quartzite/ gneiss

metal for cast in citu R.C.C.solid piers, column

etc. including provision of "V" shaped false

joints to form suitable panels on the faces to

approve design with compacting by vibrating

and curing complete, including form work

centering (excluding dewatering by means of

pump) and including bailling out water and

curing etc. complete. (upto 5.00 mt. height)

(Excluding reinforcement) Note : add 2% for

over 5.00 mt.height increase upto 10.00 mt.

and 6% height above 10.00 mt.(height for

that particular structure)


cl.1500,1700 & 2100



a)RCCM-20 Cu.M. 4792.00 368.00

b)RCCM-25 Cu.M. 5296.00 368.00


c)RCCM-30 Cu.M. 5371.00 368.00

d)RCCM-35 Cu.M. 5477.00 368.00


concrete pump.(RMC)


a)RCCM-20 Cu.M. 4947.00 44.00

b)RCCM-25 Cu.M. 5317.00 44.00


c)RCCM-30 Cu.M. 5524.00 44.00

d)RCCM-35 Cu.M. 5630.00 44.00

155

Completed Labour



Item No.&

Item code



of------------ trap / granite / quartzite / gneiss

metal for R.C.C. piers with vertical and

horizontal diaphragram having neat and

smooth finish, centering, shuttering,

scaffolding compaction by vibrating and

curing complete. Height. upto 5.00mtr.

(excluding reinforcement)

Note:i) Add 2% for over 5.00mtr.height

increase up to 10.00mtr. ii)add 6% for height

above 10.00mtr.(height for that particular

structure )


cl.1500,1700 & 2100



a)RCCM-20 Cu.M. 4792.00 368.00

b)RCCM-25 Cu.M. 5296.00 368.00


c)RCCM-30 Cu.M. 5371.00 368.00

d)RCCM-35 Cu.M. 5477.00 368.00


concrete pump.(RMC)


a)RCCM-20 Cu.M. 4947.00 44.00

b)RCCM-25 Cu.M. 5317.00 44.00


c)RCCM-30 Cu.M. 5524.00 44.00

e)RCCM-35 Cu.M. 5630.00 44.00

35 Providing and laying in situ controlled -------of

trap/granite /quartzite/gniess metal for

R.C.C.caps over piers and abutments

including necessary sacffolding,formwork,

compacting by vibrating,finishing and curing

etc. complete (excluding reinforcement)


Spec. No. MORT & H - Cl. 1500 & 1700



156

Completed Labour



Item No.&

Item code


a)RCCM-20 Cu.M. 5078.00 352.00

b)RCCM-25 Cu.M. 5269.00 352.00


c)RCCM-30 Cu.M. 5453.00 352.00

d)RCCM-35 Cu.M. 5562.00 352.00


concrete pump.(RMC)


a)RCCM-20 Cu.M. 5219.00 42.00

b)RCCM-25 Cu.M. 5409.00 42.00


c)RCCM-30 Cu.M. 5594.00 42.00

d)RCCM-35 Cu.M. 5702.00 42.00

36 Providing and laying in situ --------- of trap /

granite / quartzite / gniess metal for R.C.C

work like dirt / ballast walls, kerbs, box returns

etc complete including scaffolding, centering

formwork, compaction,finishing and curing

etc.complete (Excluding reinforcement)


Spec. No. MORT&H Section 1500&1700



a)RCCM-20 Cu.M. 4702.00 777.00

b)RCCM-25 Cu.M. 5040.00 777.00


c)RCCM-30 Cu.M. 5194.00 777.00

d)RCCM-35 Cu.M. 5694.00 777.00

157

Completed Labour



Item No.&

Item code


37 Providing and laying in situ--------of

trap/granite/quartzite/ gniess metal for

reinforced cement concrete block below the

bearing including necessary scaffolding,

formwork, compaction by vibrating, finishing

and curing etc. complete (excluding

reinforcement)



a)RCCM-20 Cu.M. 5640.00 830.00

b)RCCM-25 Cu.M. 5901.00 830.00


c) RCCM-30 Cu.M. 6120.00 830.00

d) RCCM-35 Cu.M. 6188.00 830.00

38 Providing and fixing in position Tar paper

bearing as per detailed drawings etc.

Complete.

Spec. - As directed by Engineer-In-Charge. Sq.M. 69.00 12.50

39 Providing and fixing Neoprene bearing as per

standard specifications etc complete.

Spec. - As per IRC-83,part -ii. Cu.cm. 1.21 1.00

Spec. - MORT&H Sect. 2000

40 Providing and fixing cast steel roller rocker

bearing including mild steel plate, grease box

as per detailed drawings etc.complete



41 Providing and fixing mild steel fixed and

sliding plate bearing as per detailed drawing

with 12 mm thick lead sheet between fixed

bearing etc.complete

BR-32,34 Spec. No. BR-32,34 Page No.133 No. 45619.00 660.00


158

Completed Labour



Item No.&

Item code


42 Providing and laying weep holes of 100 mm

diameter ________ pipes as per drawing for

abutment returns, return walls etc. Complete.


a) AC R.M. 111.00 26.00

b) PVC R.M. 111.00 26.00

43 Providing trap/ granite/ quartzite / gneiss

rubble filling behind the abtuments, returns or

wings etc. complete.

BR-57 Spec. No. BR-57 Page No.151 Cu.M. 438.00 42.00

BR-SUPER-STRUCTURES

44 Providing and laying in situ ____ I / II

reinforcement cement concrete-- a to h -of

trap /granite / quartzite / gneiss metal for

R.C.C. work in solid slab,/ T-beam & slab /

Box girder and balanced cantilever, including

centering,formwork, scaffolding, ramming,

vibrating finishing in cement plaster and

curing etc. complete (excluding

reinforcement) Height upto 5.00.mt.from the

lowest bed level.

Note: a) Solid slab i) 5% for height above 5.00

mtr. to 10.00 mtr. ii) 10 % for height above

10.00 mtr., b) T-beam & slab i) 5% upto

5.00mtr. height ii) 10% for height

5.00mtr. to 10.00mtr. iii) 15% for height above

10.00mtr.and c) Box girder and balanced

cantilever i) 20% upto 5.00mtr. height ii) add

25 % for height 5.00mtr. to 10.00mtr. iii) 30%

for height above 10.00mtr.


1500,1600&1700



a)RCCM-20 Cu.M. 6155.00 1090.00

b)RCCM-25 Cu.M. 6341.00 1090.00

159

Completed Labour



Item No.&

Item code



c)RCCM-30 Cu.M. 6636.00 1090.00

d)RCCM-35 Cu.M. 6736.00 1090.00

Span length above 30 mtr.

e)PSCM-40 Cu.M. 8058.00 1090.00


concrete pump.(RMC)


a)RCCM-25 Cu.M. 6473.00 44.00


b)PSCM-30 Cu.M. 6554.00 44.00

c)PSCM-35 Cu.M. 6591.00 44.00


d)PSCM-40 Cu.M. 7548.00 48.00

e)PSCM-45 Cu.M. 7835.00 48.00

f)PSCM-50 Cu.M. 8161.00 48.00

Box grider, segmental construction,

balance cantilever

g)PSCM-55 Cu.M. 9820.00 48.00

45 Providing and laying in situ --------- cement

concrete of trap / granite / quartzite / gneiss

metal for R.C.C. work including formwork,

centering ramming, vibrating, finishing and

curing complete for main/cross girder

diaphragms arch etc.complete. (excluding

reinforcement) Height upto 5.00.

Note:i) 5% for height above 5.0 m & upto 10.0

m

ii) add 10% for height above 10.00 m


1500,1600&1700



a) RCCM-20 Cu.M. 6107.00 1090.00

b) RCCM-25 Cu.M. 6341.00 1090.00

160

Completed Labour



Item No.&

Item code



c) RCCM-30 Cu.M. 6642.00 1090.00

d) RCCM-35 Cu.M. 6736.00 1090.00


e) PSCM-40 Cu.M. 8063.00 1090.00


concrete pump.(RMC)


a) RCCM-25 Cu.M. 6487.00 45.00


b) RCCM-30 Cu.M. 6606.00 45.00

c) RCCM-35 Cu.M. 6703.00 45.00


d) PSCM-40 Cu.M. 7852.00 53.00

e) PSCM-45 Cu.M. 7509.00 53.00

f) PSCM-50 Cu.M. 8161.00 53.00

Box grider, segmental construction, balance

cantilever

g)PSCM-55 Cu.M. 9820.00 53.00

46 Providing and casting special grade -------- in

controlled cement concrete of specified

strength for prestressed concrete work for

main girder including slab, cross girder, box

girder etc. including centering & scaffolding or

launching including necessary plant and

machinery for the job shuttering, vibrating,

curing, finishing etc. complete. Hight upto 5

meter. (excluding reinforcement)

Note:i) add 5% for hight and upto 10.00m.

ii) Add 10% for hight above 10.00 m.


1500 &1700



a)RCCM-20 Cu.M. 5810.00 1069.00

b)RCCM-25 Cu.M. 6220.00 1069.00


c)RCCM-30 Cu.M. 6511.00 1069.00

161

Completed Labour



Item No.&

Item code


d)RCCM-35 Cu.M. 6607.00 1069.00


e)PSCM-40 Cu.M. 7605.00 972.00


concrete pump.(RMC)


a)RCCM-25 Cu.M. 6365.00 46.00


b)PSCM-30 Cu.M. 6656.00 46.00

c)PSCM-35 Cu.M. 6750.00 46.00


d)PSCM-40 Cu.M. 7730.00 48.00

e)PSCM-45 Cu.M. 7961.00 48.00

f)PSCM-50 Cu.M. 8192.00 48.00

Box grider, segmental construction, balance

cantilever

g)PSCM-55 Cu.M. 9651.00 48.00

47 Providing and fixing in position to exact profile

and prestressing high tensile steel of specified

ultimate strength including cost of sheathing

duct (ID66mm.),Tube anchorage set with

bearing plate,permnet wedges, preparing

cable with sheathing and spacers, cement for

grouting etc. complete.

Spec.No.:MoRT&H clause1800 M.T. 127483.00 4271.00

48 Providing and laying of an elastomeric slab

seal expansion joint,catering to right or skew

(less than 20 deg.) moderately curved with

maxmimum horizantal movement upto

50mm., etc. complete as per approved

drawings and specifications to be installed by

manufacturer/ supplier or their authorised

representative ensuring compliance to the

manufacturer's instructions for installation etc.

complete. (for road work & bridge work).

MoRT&H 2606Spec.No. MoRT&H clause 2606 R.M. 22656.00 733.00

162

Completed Labour



Item No.&

Item code


49 Providing expansion joint as per detailed

drawing 25 mm thick premoulded bituminous

filler and with alluminium plate

BR-43 Spec. No. BR-43 Page No.138 Sq.M. 728.00 27.00

50 Providing & fixing in position expansion joint

with ----- bituminous pad as per detailed

drawing etc. complete


a) 18 mm. Thick Sq.M. 1266.00 221.00

b) 25 mm. Thick Sq.M. 1598.00 221.00

c) 37 mm. Thick Sq.M. 2006.00 282.00

51 Providing and laying in situ-----of trap / granite

/ quartzite / gniess metal including

compacting, finishing,curing and filling in

joints with bitumen complete for wearing

course 8 cm thick etc. complete (excluding

reinforcement)

BR-47 Spec. No. BR-47 Page No.140,MoRT&H-2700.

a)M-20 Sq.M. 381.00 45.00

b)M-25 Sq.M. 396.00 45.00

c)M-30 Sq.M. 408.00 45.00

d)M-35 Sq.M. 418.00 45.00

e)M-40 Sq.M. 440.00 45.00

52 Providing bitumen mastic wearing coat

excluding tack coat complete as per drawing

and technical specification etc. complete (with

lead of material 5 km)

Spec. No: MoRT&H 515&2702

a) 25mm Sq.M. 669.00 92.00

b) 20mm Sq.M. 518.00 74.00

c) 12mm Sq.M. 310.00 47.00

53 Providing vent holes in the slab and wearing

course with iron grill at the top and galvanised

iron pipe at bottom as per drawing.


54 Providing galvanised iron 100 mm diameter

water spout as per drawing etc. complete

(length of water spouts 600 mm)


163

Completed Labour



Item No.&

Item code



of trap metal for haunch filling including

compacting curing etc. complete.


a)M-10 Cu.M. 3277.00 397.00

b)M-15 Cu.M. 3601.00 397.00

56 Providing trap rubble filling over haunches

and arches including hand packing etc.

complete BR-46 Spec. No. BR-46 Page No.140 Cu.M. 630.00 232.00

57 Providing and laying in position 90 cm thick

flexible stone mat as per standard drawing

consisting of 45cm.thick trap rubble

soling,22.50cm. thick over size metal layor of

100mm to 150mm metal, 11.30cm thick layor

of 80mm to 100mm over size metal,and

11.20cm. thick layer of 40mm size metal with

blindage of hard murum for rubble soling &

over size, soft murum for size metal

layor,consolidation 15 cm to 23 cm soling,

consolidation of 80 mm to 100mm, 100mm to

150mm over size metal in two layers and

consolidation of 40mm size metal layers in

single layer with watering etc. complete.

(including lead of 50 mt)

Spec. No. As directed by Engineer-in Charge Sq.M. 719.00 105.00


of trap / granite / quartzite/ gniess metal

including compacting, finishing, curing and

filling in joints with bitumen complete for

approach slab etc. complete (excluding

reinforcement)

BR-47 Spec.No.BR47Page No.140,MoRT&H-1500, 1700

& 2704

a)M-20 Cu.M. 4474.00 352.00

b)M-25 Cu.M. 4890.00 352.00

c)M-30 Cu.M. 4997.00 397.00

d)M-35 Cu.M. 5114.00 397.00

e)M-40 Cu.M. 5172.00 397.00

164

Completed Labour



Item No.&

Item code


59 Providing R.C.C.parapet with (15x 60cm)--------

cement concrete of trap/ granite / quartzite /

gneiss metal, cast in situ precast panels as

per the detailed drawing including

reinforcement, scaffolding , centering,

formwok, compating, finishing and curing etc.

complete.

BR-51(a) Spec. No. BR-51 (a) Page No.144

a)M-20 R.M.T. 1607.00 513.00

b)M-25 R.M.T. 1722.00 513.00

60 Providing collapsible railing with mild steel

channel posts removable galvanised iron

pipes as per the detailed drawings including

scaffolding and painting etc.complete.

BR-51(d) Spec. No. BR-51(d) Page No.146 R.M. 3492.00 874.00

61 Providing railing of mild steel angle post 2

metre centre to centre of section 75 mm x 75

mm x 10 mm or equivalent channel section of

height 1.05 m above ------------- surface with

minimum anchor lenght of 30 cm including

hold fast of 25 mm diameter mild steel bars

welded at the bottom and concreting of 1:3:6

of size 30 x 30 x 30 cm with three rows of 40

mm 'B' class G.I pipe provided at 30 cm

centre to centre and including scffolding and

with two coat of anticorrosive

paint.etc.complete.

BR-51(b) Spec. No. BR-51 (b) Page No.144

a) on Bridge R.M. 2043.00 226.00

b) on road (High embankment with bed block) R.M. 2043.00 226.00

62 Providing and fixing 25 mm thick marble tablet

of size and description as per detailed

drawings inclduing engraving the

description,filling the lead, moulded marble

1:2 cement mortar border etc.complete.

BR-56 Spec.No.BR-56 Page No.150 Sq.M. 6667.00 1819.00

63 Sand blasting to the concrete surface

including all materials, machinary and labour

etc. complete.


165

Completed Labour



Item No.&

Item code


64 Guniting surface with cement mortar, 1:3 of

30 to 50 milimetre thick (average 40

milimetre) under pressure of 2.1 to 2.80 kg.

per squre centimetre including necessary IRC

fabric (welded mesh) of 75 x 75 milimetre and

10 gauge reinforcement, forms with floating,

cutting etc complete (excluding reinforcement)


65 Providing and applying Polymer synthetic

elastomeric coating cum paint, ready to use

for bridge structure in saline as to avoid salt

penitration from marine environmet & U.V

effects of sunrays, fungus developments and

to protect the reinforcement from marine

atmoshpere effects in three coats including

scaffolding, sand blasting, cleaing the surface

of concrete, brushing steel reinforcement and

applying polymer coating with Primer, First

coat and Second coat at an interval of 24

hours of approved shade and colour.( But not

to applied on oil, Grease, Tar & Moisture of

surface Note:-Prior approval of S.E. is

required.)

Spec. No. As directed by Engineer-in Charge Sq.m. 662.00 67.00

66 Providing and applying anticorrisive treatment

for MS & TOR steel reinforcement as per

cement polymer composite coating (CPCC)

method developed by CECRI including

cleaning the bar by means of any established

mechanical or manual method for removing

the rust and deletious matter, applying rapid

setting primer and cement polymer sealing

coat of approved and licensed by CECRI

including redoing the process if damaged

occur during handling, stacking etc. complete

as directed by the Engineer in charge. (with

prior approval of S.E. is essential.)

Spec.No.As directed by Engineer-in Charge M.T. 8148.00 2110.00

166

Completed Labour



Item No.&

Item code


67 Providing fusion bonded epoxy to reinforcing

bars as per IS: 3620-1993 specification for a

thickness of 175+/-50 microns including

testing of coating at plant, extra cost for

careful handling using PVC coating, binding

wires instead of G.I.wires, touching up the

material supplied, repair work etc. complete

as per detailed specifications etc. complete.

(Lead 200 km to and fro from plant)

Spec.:MoRT&H 1600 Edition 2001 M.T. 11687.00 --

68 Providing and applying approved quality coal

tar epoxy paint in three coats of well, pier

abutment between L.T.L. to 0.90 metre

H.F.L. above including cleaning surface,

scaffolding etc. complate.

Spec.No.As directed by Engineer-in Charge Sq.M. 236.00 58.00

69 Providing epoxy mortor with quartn sand

with proportion epoxy sand 1:6 for

repairs to the cracked pier, girder etc

including chipping the loose cracked

concrete cleaning rust by means of brush,

sand blasting and rebuilding the section

giving minimum 3 day compressive

strenght of 525 Kg/cm2 and maximum

epoxy consumption of 315 Kg/m3 of

mortar with all materails labour equipment

etc complete (Quartz sand 885 Kg/Cum)


167

Completed Labour



Item No.&

Item code


70 Providing and laying epoxy concrete with

epoxy aggregate proporation 1:4 using

epoxy fine quartz sand,course quartz

sand and trap metal in suitable proportion

by weight including weighing, mixing

placing inclusive of cleaning the surface

by wire, brush, sand blasting for

applying the tackcoat of epoxy as

directed and giving minimum 3 days

compressive strength of 525 Kg/cm2 and

maximum epoxy consumption of 214

Kg/m3

of concrete including necessary

formwork with all materials, labour,

centering equipment etc complete as

directed.(scaffolding will be paid

separately if required) (Fine sand 660

Kg/Cum,course sand 660 Kg/Sqm,Trap

metal 660 Kg/Sqm Spec.No As directed by Engineer-in Charge Sq.M. 77287.00 8850.00

71 Providing epoxy coating in two coats with

primer for the stone or concrete surfaces

including cleaning by sand blasting,

brushing, cost of the materials, machinery

equipment, scaffolding labour etc

complete as directed.


72 Providing and injecting epoxy grout

including strutting of cracked in surfacs

including cleaning by sand blasting,

brushing cost of the materials, machinery

equipment, scaffolding labour etc

complete as directed. Spec.No.As directed by Engineer-in Charge Sq.M. 1009.00 71.00

73 Providing and applying epoxy paint primer

with middle coat and top to superstructure

including scaffolding etc complete.


168

Completed Labour

1

CD -1 Cu. M. 520.00 147.00

2

CD -3

a) 1:5:10 Cu. M. 2342.00 453.00

b) 1:4:8 Cu. M. 2640.00 453.00

c) M-10 Cu. M. 3200.00 453.00

d) M-15 Cu. M. 3465.00 498.00

3

CD -4 Sq. M. 1002.00 169.00

4

CD -5 Sq. M. 1519.00 555.00

5

CD -6 Cu. M. 2543.00 911.00

Spec.No.CD-5,P-161

Providing uncoursed rubble masonry trap stone

in cement mortar 1:6 for head walls including

striking joints of the non exposed faces and

pointing the exposed faces with cement mortar

1:3 including scaffolding and watering masonry

etc. complete. Including bailing out water

manually.

Spec.No.CD-6,P-162

Spec.No.CD-4,P161

Providing approved quality of trap / granite /

quartizite / gneiss khandki stone paving of

20.50 cm. thick in 1:3 cement morter over

bedding of 15cm thick cement concrete of 1:4:8

porportion with trap / granite / quartzite / gneiss

metal including pointing with cement mortar 1:3

and watering etc. complete.

Providing approved quality of trap / granite /

quartizite / gneiss rubble stone paving 15cm

thick in 1:3 cement mortar over a bedding of

15cm thick cement concrete of 1:4:8 proportion

with trap/granite / quartizite / gneiss metal

including striking joints and watering etc.

complete.

Providing rubble filling of trap/granite/quartzite

gneiss stones of approved quality in foundation

including hand packing filling gravel of sand in

the voids etc. complete.

Spec.No.CD-1,P-159

Providing and laying in situ cement concrete of

___ proporation with trap metal in foundations

including necesary compacting and curing etc.,

complete. (including formwork)

Spec.No.CD-3,P-160

C. D. WORK


Item code



169

Completed Labour


Item code



6

CD -6 Cu. M. -- --

7

BR-27

Cu.M. 3425.00 349.00

Cu.M. 3823.00 349.00

Cu.M. 4322.00 349.00

8

CD-7

A) NP-2 for V.R.& O.D.R.

I) R.M. 1223.00 149.00

ii) Diameter 600 mm R.M. 1793.00 154.00

iii) Diameter 750 mm R.M. 2922.00 235.00

iv) Diameter 900 mm R.M. 3558.00 259.00

v) Diameter 1000 mm R.M. 4298.00 305.00

vi) Diameter 1200 mm R.M. 5717.00 325.00

B) NP-3 for M.D.R. & S.H.

I) R.M. 3245.00 223.00

ii) Diameter 750 mm R.M. 5656.00 248.00

a)PCCM-10

c)PCCM-20

Providing & laying in situ cement concrete of

trap/granite/quartzite/ gneiss metal for cast in

citu head walls for causeway & C.D.Works with

compaction by vibrating & curing complete

including form work centering etc. complete

(excluding dewatering by means of pump and

including bailling out water).

Spec. No. BR-27 Page No.127

b)PCCM-15

Providing coursed rubble masonry of Laterite

stone in cement mortar 1:6 for head walls

including striking joints of the non exposed

faces and pointing the exposed faces with

cement mortar 1:3 including scaffolding and

watering masonry etc. complete. Including

bailing out water manually.

Spec.No.CD-6,P-162

Providing & Laying cement concrete pipe of IS

458-1988 __Class in proper line level & slope

including providing fixing collars in cement

mortar 1:2 etc. complete item. (A) Rate of

supply of pipes as per MSSIDC rate contract

taken for framing the estimate. (B) Labour rate

for laying of pipe & fixing with collar in cement

morter 1:3 as given below which is to be

included in the item.

Spec.No.CD-7,P162

Diameter 450 mm

Diameter 600 mm

170

Completed Labour


Item code



iii) Diameter 900 mm R.M. 6030.00 323.00

iv) Diameter 1000 mm R.M. 6793.00 379.00

v) Diameter 1200 mm R.M. 9233.00 407.00

C) NP-4 for MSH&NH

I) R.M. -- --

ii) Diameter 750 mm R.M. -- --

iii) Diameter 900 mm R.M. -- --

iv) Diameter 1000 mm R.M. -- --

v) Diameter 1200 mm R.M. -- --

9

CD -8 Cu. M. 3546.00 536.00

10

CD -12 Cu. M. 8464.00 1819.00

11

CD -13 Cu. M. 2881.00 396.00

12

CD -14 Cu. M. 322.00 179.00

13

CD -17 Sq.M. 622.00 316.00

Diameter 600 mm

Providing cast in situ block 1:3:6 cement

concrete with circle or other shaped opening for

water way including necessary form work,

compacting, finishing and curing etc. complete.

Spec.No.CD-12,P-166

Providing and laying in situ 1:4:8 cement

concrete of trap metal for haunch filling

including formworks compacting, curing and


Spec.No.CD-13,P-167

Providing seclected hard murum filling including

laying in layers of 15 to 20 cm. watering and

compacting etc. complete.

Spec.No.CD-14,P-167

Providing 5cm thick 1:3 cement mortar coping

with stone chips embedded including

scaffolding, form work, finishing and curing etc.

complete. Spec.No.CD-17,P-168

Spec.No.CD-8,P-163

Providing Precast M-25 R.C.C.slabs over the

spans of cross drainge work as per drawings

including HYSD bar reinforcement, conveyance,

fixing in cement mortar 1:3 and curing, finishing

etc. complete.

171

Completed Labour


Item code



14

CD -19 No. 422.00 174.00

15

CD -20 No. 300.00 61.00

Spec.No.CD-18,P-168

Providing and fixing in cement mortar 1:2,

marble plate 30cm. x 20cm. showing the No. of

Cross Drainage work and the direction of flow

by arrow including cutting border line, figures,

letters, signs and painting etc. complete.

Spec.No.CD-20,P-169

Providing and fixing M-15 R.C.C.Guard stone of

20 x 20 x 75 cms including fixing in ground and

white washing etc. Complete.

172

Completed Labour

1

Spec.

R.M. 1915.00 32.00

b) in soft rock

R.M. 2166.00 32.00

c) in quartzite rock

R.M. 7645.00 32.00

R.M. 4477.00 32.00

R.M. 3680.00 32.00

R.M. 2428.00 32.00

2

Spec.

R.M. 1997.00 53.00

b) in soft rock

i ) diamond drilling by Calyx M/c R.M. 2190.00 53.00

BORING

Item No.&

Item code




i ) diamond drill

i ) diamond drilling by Calyx M/c

d) in other rock

i ) diamond drilling M/c with NX bit double tube

Taking trial bores for detailed investigations --

a/b/c/d-- 75mm.( 3")boring incluiding all materials

such as casing pipes & accessories, grease, steel

balls and other such materials as required,including

conveying such materials and machinery to site of

works, preserving the loose samples in glass or

plastic jar / core sample in box with core samples

serially numbered at site of work and conveying the

same to the head quarter of concerned office as

directed


a) up to hard murrm & boulder ( over burden )

i ) diamond drilling M/c


i ) diamond drilling M/c

ii ) diamond drilling M/c with BX bit

iii ) diamond drilling M/c with AX bit


a/b/c/d-- 100mm.( 4") boring incluiding all

materials such as casing pipes & accessories,

grease, steel balls and other such materials as

required,including conveying such materials and

machinery to site of works, preserving the loose

samples in glass or plastic jar / core sample in box

with core samples serially numbered at site of work

and conveying the same to the head quarter of

concerned office as directed


173

Completed Labour

BORING

Item No.&

Item code





i ) diamond drilling M/c with NX bit double tube R.M. 8260.00 53.00

ii ) diamond drilling M/c with BX bit R.M. 5185.00 53.00

iii ) diamond drilling M/c with AX bit R.M. 4046.00 53.00

d) in other rock

i ) diamond drill R.M. 2338.00 53.00

3

Spec.


i ) diamond drilling M/c R.M. 2350.00 64.00

b) in soft rock

i ) diamond drilling by Calyx M/c R.M. 2350.00 64.00


i ) diamond drilling M/c with NX bit double tube R.M. 8443.00 64.00

ii ) diamond drilling M/c with BX bit R.M. 5368.00 64.00

iii ) diamond drilling M/c with AX bit R.M. 4059.00 64.00

d) in other rock

i ) diamond drill R.M. 2464.00 64.00

4

Spec. R.M. 446.00 383.00

5

Spec. No. 2799.00 378.00

Providing Tuntappa core boxes of jungle wood of

size 1.25 x 0.55 x 0.15 metre for preserving core

samples with all fixtures and fastening handles

locking arrangements etc. complete.



Taking trial bores by hand augar through over

burden such as soil and soft murum upto hard

strata.


a/b/c/d-- 150mm.( 6") boring incluiding all

materials such as casing pipes & accessories,

grease,steel balls and other such materials as

required,including conveying such materials and

machinery to site of works, preserving the loose

samples in glass or plastic jar / core sample in box

with core samples serially numbered at site of work

and conveying the same to the head quarter of

concerned office as directed


174

Completed Labour

BORING

Item No.&

Item code




6

Spec.

No. 12216.00 1991.00

No. 23545.00 4011.00

No. 28786.00 4011.00

7

Spec.

No. 88872.00 3644.00

No. 93217.00 3644.00

No. 126337.00 3644.00

8

Spec. No. 3579.00 3171.00

9

Spec. As directed by Engineer-In-Charge.

a) 75mm No. 382.00 210.00

No. 395.00 275.00

No. 401.00 401.00

Providing and maintaining temporary floating

platform as required 10 Sq.mtr. size with country

crafts and teak wood platform and/anchor's for

erecting boring plant in standing and flowing water -

a/b/c-including all material, labours etc. complete.

Providing and maintaining a Temporary platform as

required 100 Sq.ft. size for erecting the boring

machine for taking trial bore in the nalla / small river

bed in standing water -a/b/c- including all materials

etc.complete.

a) For depth above 2.00 Meter.

Conducting standard pentration test on soil, sand

by split spoon sample for--a/b/c--diameter bore hole

including labour & material etc.

complete.(Equipment and materials is to be

supplied by Department free of cost).

b) 100mm

Shifting boring platform as required (100 Sq.Ft.

size) with all components and reinstalling at

directed places,including all charges of shifting

etc.complete.

c) 150mm

b) For depth of 5.00 to 10.00 Meter.

c) For depth above 10.00 Meter.

a) For depth up to 1.00 Meter.

b) For depth of 1.00 to 2.00 Meter.

c) For depth 2.00 Meter. And above


Note: The rate of Boaring item No.6&7( as given

above ) is proposed for total working of platform for

10 days, if more work, the rate of this item should

be worked out on the basis of rates abstract for

item No.7(a).



175

Completed Labour

BORING

Item No.&

Item code




.

BLANK

176

Completed Labour

1

Km. 886.00 649.00

2

Km. 1241.00 908.00

3

Km. 1485.00 1298.00

4

Km. 1782.00 1557.00

5

Km. 3268.00 2855.00

Item No.&

Item code




Preliminary survey of road alignment including

fixing three dimensions of appexes, verification

of type of land, chain and compass survey,

using ghat tracer and including collection of

other essential data with the help of theodolite

levels wherever necessary etc.complete (in hilly

and inaccessible area.)



Detailed/final location survey of road alignment

with chain and compass, levels, theodolite and

other essential instrument including staking of

final centre line, locating curves, establishing

Bench Marks and taking longitudinal section,

cross section, fly levelling etc.complete (in plain

area.)

SURVEY WORK (Dept. Agency)


Ground reconnaissance survey of road

alignment in hilly and inaccessible area

including fixing reference pegs wherever

necessary and with th help of simple survey

instruments etc. complete.


Ground reconnaissance survey of road

alignment in plain area including fixing

reference pegs wherever necessary and with

the help of simple survey instruments in plain

area etc. complete.


Preliminary survey of road alignment including

fixing three dimensions of appexes, verification

of type of land, chain and compass survey,

fixing references pegs wherever necessary

including collection of other essential data with

the help of theodolite levels wherever necessary

etc.complete (in plain area.)

177

Completed Labour

Item No.&

Item code





6

Km. 3565.00 3115.00

7

Km. 3268.00 2855.00

8

No. 3208.00 1298.00

9

No. 0.00 0.00

10

No. 0.00 --

11

Km. 1150.00 259.00

12

Km. 233.00 206.00


Taking purely fly level to carry out kilometre

Bench Mark, etc.complete


Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metre

interval and minimum 3 numbers for small

stream in earth soil of all types, sand, gravel,

soft murum etc. complete.


Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metre

interval and minimum 3 numbers for small

stream in hard murum and boulders

etc.complete.


Providing and fixing wooden pegs for road

alignment survey including using chunam and

coir string etc. complete.


Detailed/final location survey of road alignment

with chain and compass, ghat tracer, levels,

theodolite and other essential instrument

including staking of final centre line, locating

curves, establishing Bench marks and taking

longitudinal section, cross section, fly levelling

etc.complete( in hilly and inaccessible area)


Detailed survey along existing earth work

including taking longitudinal section, cross

section, fixing, Bench Marks, chaining, fixing

pegs and closing the survey with fly levels

etc.complete.


Fixing chainage, appex stones and mark stones

of trap stone in cement concrete 1:3:6 of size

45 x 45 x 60 cm. along the alignment, 5

chainage stones and 6 appex stones etc.

complete.

178

Completed Labour

Item No.&

Item code





13

No. 662.00 0.00

14

No. 74.00 51.00

15

No. 588.00 513.00

16

No. 1472.00 1317.00

17

No. 5221.00 4672.00

18

No. 1938.00 1734.00

19

No. 17474.00 15576.00

Complete survey of major stream beyond

catchement area of 5 square miles including

taking necessary chainage, Longitudinal

section, Cross section, closing survey at the

ends of days work and contouring work for the

same bridge site etc.complete


Traverse survey of stream having catchment

area above 100 Acres to 1 square mile with

chain and compass etc.complete.


Complete survey of stream including taking

Longitudinal section and cross section of a

stream with levelling, chaining, complete survey

of stream including fixing pegs, closing survey

at the end of days work etc. complete.

(catchment area 1 square mile to 5 square

miles)


Reconnaissance survey for fixing major bridge

site including chain and compass and other

instruments as necessary, fixing reference pegs

etc.complete.



Painting and lettering charges on appex on

Bench mark stone. (Labour charges only)


Survey of catchment area of stream upto 100

Acres by visual inspection with using of chain

and compass etc.complete. (Approximate 100

Acres as per village map) (average three

streams per kilometer)


Providing and fixing chaniage, appexes, Bench

Mark stone of size 17 x 22 x 60 cm. in cement

concrete 1:4:8 block of size 45 x 45 x 60 cm.

including excavation, conveyance etc.complete.

179

Completed Labour

Item No.&

Item code





20

No. 14504.00 12980.00

21

Sq.Km. 34811.00 31152.00

22

Km. 3268.00 2855.00

23

No. 6374.00 0.00

24

No. 2610.00 2336.00

25

No. 2610.00 2336.00

26

Km. 2416.00 778.00Spec. - As directed by Engineer-In-Charge.


Investigation of new quarry (other than existing)

including taking necessary trial pits, cutting rock

for finding suitablilty for metal etc. complete

(excluding testing of material)

Reconnaissance survey of bridge alignment in

creek including its approaches,taking three

dimensions of appexes without chaining

including use of boat etc.complete.


Providing and constructing the theodolite piller

of Burnt Brick Masonary in cement mortar 1:6

as per drawing or as directed including casting

in situ cement concrete 1:2:4 coping of size 23

x 23 x 60 cm.and fixing theodolite ring,

plastering in cement mortar 1:5 out side etc.

complete.


Complete survey of medium stream having

catchment area upto 1 square mile including

longitudinal section and cross section for bridge

and approaches etc.complete

Carrying out the contour survey of the stream

for 1 square kilometre area etc. complete.


Detailed survey of approaches to medium or

major bridge including chain and compass

survey, levelling etc.complete.


Complete survey of major stream for additional

site including taking necessary chainage,

Longitudinal section, cross section, closing

survey at the ends of days work and contouring

work for the same bridge site etc.complete


180

Completed Labour

Item No.&

Item code





27

Km. 4565.00 2426.00

28

No. 4840.00 2336.00

Detailed survey in creek including its

approaches with chain and compass survey

along the bridge alignment and levelling

(without cross section) including rent of country

crafts etc.complete.



Measuring velocity of creek at 3 section (1

centre and others on both banks) at an interval

of two hours (four times in day) by sink floats

etc. including rent of country crafts

etc.complete.

181

Completed Labour

1

Km. 7215.00 0.00

Km. 8500.00 0.00

2

No. 80.00 0.00

3

Km. 6000.00 0.00

4

Job 300.00 0.00


SURVEY WORK (Private Agencies)

Item No.&

Item code


Prepartion of land plans of road ( New

alignment) with fixing boundaries on both sides

of centre line of Road / Existing road up to road

boundary, including carrying out detailed plain

table survey along the centre line of the road,

showing details of permanent / semi-permanent

structures, trees, telefone-lines, pipe-lines, field-

bunds, cross-roads upto 100m or as

directed,plotting work of surveyed area etc.

complete.


Preparation of land plans (Tracing) on polyester

tracing film of approved make 60/65 micron on

one side matt,including taking out prints and

binding the same in Road wise etc.complete.


Procurement of Village map/Forest map/Land

plan from Forest/Revenue authority for

prepartation of land plan record,including

necessary payment for the plans and other

documents as required for this survey,plotting

and demarcation works etc.complete.

UnitDescription of Items /

Specification No.

a) excluding fixing of apex stone.

b) including fixing of apex stone.

Reconnaissance survey including study of

survey sheets, maps etc. for alignment including

three dimensional of apexes,chain and

compass or cross staff survey,fixing pegs, fixing

apex stones of size 0.15 x 0.15 x 0.60 cm in

1:2:4 cement concrete at every apex point and

200 m. and preparation of alignment plan with

all types of compliance, if required from

department etc. complete.


182

Completed Labour



Item No.&

Item codeUnit


Specification No.

5

Km. 2500.00 0.00

6

Km. 4000.00 0.00

7

Km. 4500.00 0.00

8

Rd. 70. No. 130.00 0.00

9

Job 2600.00 0.00

Preparing detailed Plans and estimates of road

including typing in 5copies in proper file

including colouring ammonia prints of plans,

indexing and paging, with all types of

compliance, if required from department

etc.complete.


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

Providing'7' copies of computor printouts of

plans duly bound in the form of booklet etc.

complete.

As directed By Engineer-In-Charge.

Preparation of villagewise Land acquisition

proposals in five sets as required by Revenue

Authorities (SLAO) including procurement of

necessary 7/12 extracts, preparation of Land

schedule, tracing out of village maps (at the

same scale of revenue map), and taking out

ammonia prints (5copies), colouring the same,

showing the alignment on village map, taking

out 5xerox copies of questionnaries schedule of

land to be aquired respective 7/12 extracts &

binding in booklets (5Nos.) etc. complete.


Providing and fixing boundary stone (R.C.C.M-

15)of standard size 15cm.dia.on top, 25cm dia.

@ bottom and 90 cm in length with 4 bars of 6

mm dia.&5 stirrups as per IRC:25-

1967,including oil painting with two coats in

white colour to visible portion on all faces and

lettering “R.B.” with black oil paint etc.

complete.


Scanning and digitizing the surveyed plane

table on Autocad14 & preparing computor disk

etc. complete.

183

Completed Labour



Item No.&

Item codeUnit


Specification No.

10

Job 2990.00 0.00

Job 3600.00 0.00

11

Job 19670.00 0.00

Job 23600.00 0.00

12

Sq.Km. 20200.00 0.00Sq.Km. 22900.00 0.00

13

Job 5060.00 0.00

a) excluding taking trial pit.

b) including taking trial pit.



Carrying out Contour survey of stream on U/S

and D/S of proposed bridge site, including chain

and compass survey, taking levels at every 30 x

30 metre, preparing contour map and supplying

ammonia prints in 5 sets etc.complete


Preparing plans and estimates of minor bridge

with the help of approved detailed survey data

given by the competent authority, including

typing in 5 copies, ammonia prints, site plan,

other drawings with colouring of plans, proper

filling, indexing and paging,with all types of

compliacne, if required from department

etc.complete.


a) excluding chain and compass survey.

b) including chain and compass survey.

Preparing detailed estimate of C.D.Works with

five typed copies in proper file, including taking

out L-section of road,preparing catchment area

plan by traverse method, taking one trial pit of

size 1.0 x 1.0 x 1.5 mtr. with all types of

compliance,if required from department

etc.complete.


Carrying out survey for Minor Bridge including

taking L-section of existing road, two define

cross sections for, one at U/S, second at D/S,

one vergin cross section at alternate proposed

site, taking L-section of stream upto sufficient

length with chain and compass, taking three

trial pits of size 2.00 x 2.00 x 3.00 M. and

collecting samples of bed materials from trial pit

for ascertaining the silt factor unit test

etc.complete.


184

Completed Labour



Item No.&

Item codeUnit


Specification No.

14

Job 32540.00 0.00

Job 39050.00 0.00

15

Job 5320.00 0.00


Preparing detailed plans and estimate of major

bridge in 5 copies typed, on the basis of the

approved line diagram and technical note from

the competent authority including ammonia

prints of site plan,other drawings with colouring

of plans,proper filling, idexing and paging,with

all types of compliance if required from

department etc.complete




Carrying out detailed survey of major bridge

including taking out L-section of existing road,

two define cross sections for,one at U/S and

second at D/S, one vergin cross section at

alternate proposed site, L-section of stream

upto sufficient lengths with chain and compass,

taking five trial pits, three in bed and two on

banks of size 2.00 x 2.00 x 3.00 m, collecting

samples from trial pit,sending samples to

Government approved laboratories (testing

charges to he borne by agency) for ascertaining

the silt factor, carrying out unit test & specific

gravity, preparation of detailed survey data and

submission of the project fully typed colouring of

the ammonia prints, site plan and other

drawings,with all types of compliance if required

from department etc.complete.

185

Completed Labour



Item No.&

Item codeUnit


Specification No.

16

Job 11600.00 0.00

Job 13930.00 0.00

17

Job 4520.00 0.00

18


Carrying out detailed survey of Raised cause

way including taking L-section of existing road,

taking two define cross sections for, one at

vergin, one at alternate proposed site,taking L-

section of stream upto sufficient length with

chain and compass, taking two trial pits of size

2.00 x 2.00 x 3.00 m., collecting sample from

trial pits sending samples to Government

approved laboratory (testing charges to he

borne by agency) for ascertaining the silt

factor,carrying out unit test & specific gravity,

preparation of detailed survey data and

submission of the project fully typed

copies,colouring of the ammonia prints, site

plan and other drawings with all types of

compliance if required from department

etc.complete.




Conversion of Taluka map and cutting in to

standard A size sheet for scanning,scanning of

A size sheets of maps by sending to Advanced

Scanning center at Mumbai with courier,editing

of scanned images including

Scaling,Positioning and Speckling,raster to

Vector conversion of images using RTOV legal

softwares,stitching of converted images by way

of GCP into single Vector drawing AUTOCAD

vcr.12 legal software,

Preparing detailed plans and estimate of Raised

causeway in 5 copies duly typed,on the basis of

the approved detailed survey data given by

competent authority including ammonia prints of

site plan and other drawings, colouring of plans,

proper filling, indexing and paging with all types

of compliance if required from department etc.

complete.

186

Completed Labour



Item No.&

Item codeUnit


Specification No.

Tal. 6670.00 6447.00

19

Job 2500.00 0.00

20

Dist. 3340.00 3175.00As directed by Engineer-In-Charge.

Layering of drawing for colour separation

purpose organizing data by way to logical

grouping, assigning different colours of National

Highway, State Highway, Major district road

etc.,assigning different line types for existing

and proposed works,assigning different line

widths for villages, boundaries, forest areas

etc.,blocking the different roads with the

symbols for National Highway, State Highway,

Main District Road etc.,instating symbols for

villages etc.,inserting text in English at proper

locations for villages names, roads and

important places etc.,Trial plot for making

corrections on A1/A2 size, multiple colours

plotter in foot scale on white papers making

appropriate corrections in vector drawing and

updating all imformation,plotting of drawing with

high quality colour plotter as a final out put etc

complete.

Preparing District map including stitching of all

village maps by way of CCP in to single sector

drawing using AUTOCAD vcr.12 legal software,

Trial plot for making corrections on A1/A2 size

multi colour plotter in foot scale on white

paper,ploting drawing by high quality colour

plotter as a final output etc.complete



For text of villages in deonagari font extra work

would be follows including inserting text in

deonagari font at proper locations for village

names, roads and important place etc.,Trial plot

for making corrections on A1/A2 size multi

colour plotter in foot scale on white

paper,ploting of drawing on high quality colour

plotter as final output etc.complete

187

Completed Labour



Item No.&

Item codeUnit


Specification No.

BLANK

188

Completed Labour

1

Cassette

hour.

2145.00 0.00

2

i) Day 4180.00 0.00

ii) Day 5380.00 0.00

iii) Day 2345.00 0.00

3

i) 3 Copies 70.00 0.00

I)a 1 each 22.00 0.00

ii) 3 Copies 104.00 0.00

ii)a 1 each 22.00 0.00

iii) 3 Copies 175.00 0.00

iii)a 1 each 38.00 0.00

5"x 7" Size

Extra copies 5" x 7" Size

4" x 6" Size

Extra copies 4" x 6" Size

Still photos passport cut size

Extra copies passport cut size

Shooting of still photographs,outdoor and indoor, of

construction and other works of building, bridges,

roads etc. complete in District and outside District of

any distances.

As Directed by the Engineer-In-Charge

VIDEOGRAPHY

Item No.&

Item code




Within 50 Kms

Providing & carrying out video cassettee hour

shooting of roads, bridges, buildings, other

structures and programmes, including preliminary

survey, still shots moving shooting, transportation

of all equipments, persons required for shooting,

lighting arrangement as may be necessary, editing,

mixing, titling, lettering, sounding including cost of

two coloured cassette (C.D) of approved quality etc.

complete


Preparing and carrying out video shooting of roads,

bridges, buildings, other structures and

progremmes, including hiring of vehicles,

equipment for video shooting, titling, lighting,

mixing, lettering, editing, including cost of two

colour cassettes(C.D)of approved make and quality

etc. complete.


Beyond 50 Kms

Work upto 5 hours per day only

189

Completed Labour

VIDEOGRAPHY

Item No.&

Item code




4

i) AO ( 1165 X 817mm ) 1 each 770.00 0.00

ii) A1 ( 817 X 570mm ) 1 each 615.00 0.00

iii) A2 ( 570 X 396mm ) 1 each 530.00 0.00

iv) A3 ( 396 X 275mm ) 1 each 460.00 0.00

v) A4 ( 285 X 196mm ) 1 each 310.00 0.00

5

i) AO ( 1165 X 817mm ) 1 each 2450.00 0.00

ii) A1 ( 817 X 570mm ) 1 each 1850.00 0.00

iii) A2 ( 570 X 396mm ) 1 each 1700.00 0.00

iv) A3 ( 396 X 275mm ) 1 each 1225.00 0.00

v) A4 ( 285 X 196mm ) 1 each 770.00 0.00

6

i) AO ( 1165 X 817mm ) 1 each 925.00 0.00

ii) A1 ( 817 X 570mm ) 1 each 770.00 0.00

iii) A2 ( 570 X 396mm ) 1 each 700.00 0.00

iv) A3 ( 396 X 275mm ) 1 each 540.00 0.00

v) A4 ( 285 X 196mm ) 1 each 390.00 0.00


Printing of drawing on Autocad in following size with

tracing on reproducting paper from available

sources etc. complete.


Printing of drawing on Autocad with one proof print

for following size on plain white paper with black

colour print providing tracing with saving on disc

etc. complete.


Editing and correction on drawing and giving the

print on tracing paper with tracing.

190

(in Rs.)

1 201 Clearing grass and removal of rubbish upto a

distance of 50 meters outside the periphery of the

area to be cleared

Hector 7341.00

2 201 Clearing and grubbing road land including

uprooting rank vegitation, grass,bushes

shrubs,sapling and trees of girth upto 300mm,

removal of stumps of trees cut earlier and disposal

of unserviceable material and stacking of

serviceable material to be used or auctioned upto a

lead 100 metres including removal and disposal of

top organic soil not exceeding 150 mm in thickness.

a) BY MANUAL MEANS

i) In area of light jungle Hector 30341.00

ii) In area of thorny jungle Hector 40725.00

b) BY MECHANIC MEANS

i) In area of light jungle Hector 17238.00

ii) In area of thorney jungle Hector 17232.00

3 202 Dismantling of existing structures like culverts,

bridges, retaining walls and other structure

comprising of masonry, cement concrete, wood

work, including T & P and scaffolding wherever

necessary, sorting the dismantled material, disposal

of unserviceable material and stacking the

serviceable material with all lifts and lead of 1000

metres

a) BY MANUAL MEANS

(a) Lime /cement concrete

i) Lime concrete/cement concrete

Grade M-10 and below

cu.m. 331.00

ii) Cement concrete grade M-15 & M-20 cu.m. 352.00

iii)Prestressed / Reinforced cement concrete grade

M-20 & above

cu.m. 500.00

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th

Description of Items Unit

SITE CLEARANCE AND DISMANTLING

191

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


(b) Dismantling Brick/Tile Work

i) In lime/Cement mortar cu.m. 221.00

ii) Dry brick pitching or brick soling cu.m. 163.00

.(c) Dismantling stone masonary

i) Rubble stone masonry in lime/cement morter cu.m. 191.00

ii) Dry rubble masonry cu.m. 183.00

iii) Dismantling stone pitching/dry stone spalls cu.m. 175.00

iv) Boulders laid in wire in wire crates including

opening of crates and stacking crates material.

cu.m. 194.00

(d) Steel work in all types of section upto a height of

5 m above plinth level excluding cutting rivet.

i) Including dismembering M.T. 1021.00

ii) Excluding dismembering M.T. 781.00

(c) Extra over item No.IV(a) & (b) for cutting rivets M.T. 20.00

(e) Scarping Plaster in Lime or Cement Mortar from

Bricks / Stone MasonrySqm. 17.00

(f) Removing all type of Hume Pipes and Stacking

within a lead of 1000 metres including Earthwork

and Dismantling of Masonry Works.

I) upto 600mm dia. pipes Rmt. 74.00

ii) Above 600mm to 900mm dia Rmt. 94.00

.iii) Above 900mm dia Rmt. 135.00

192

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


4 202 Dismantling of Flexible Pavements and disposal of

dismantled materials upto a lead of 1000 metres,

stacking serviceable and unserviceable materials

separately.

a) MANUAL MEANS

I) Bituminous course cu.m. 424.00

ii) Granular course cu.m. 241.00

b) MECHANICAL MEANS

I) Bituminous course cu.m. 149.00

193

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


1 301 Excavation for the roadway in soil using manual

means including dressing section to the required

grade, camber, side slopes and loading in a truck

and carrying of cut earth to embankment site with all

lifts and lead upto 1000 metre and spreading for

embankment or stacking, disposing as directed by

Engineer in charge.

a) Earth soil of all sorts sand, gravel or soft murum cu.m. 117.00

b) Hard murum cu.m. 133.00

c) Hard murum and boulders cu.m. 151.00

2 301 Excavation in ordinary rock using manual means


camber, side slopes and loading in a truck and

carrying of excavated material to embankment site

with all lifts and lead upto 1000 metre spreading for

embankment or stacking as directed by Engineer in

charge.

Cu.m. 294.00

3 302 Excavation for the roadway in hard rock

(requiring blasting) by drilling, blasting and

breaking, trimming of bottom and side slopes in

accordance with requirements of lines, grades and

cross section, loading and disposal of cut road with

in all lifts and lead upto 1000 metre spreading for


charge.

Cu.m. 463.00

4 302 Excavation for the roadway in hard rock(blasting

prohibited) with including loading in tippers and

disposal within all lifts and lead upto 1000 metre,

dressing section by wedging, chiseling or line

drilling, in accordance with requirements of lines,

grades and cross section, spreading for


charge.

cum. 691.00

EARTHWORK

194

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


5 302 Excavation for the roadway in marshy soil with

hydraulic excavator 0.9 cum bucket capacity

including cutting and loading in tippers and disposal

within all lifts and lead upto 1000 metre, trimming of

bottom and side slopes in accordance with

requirements of lines, grades and cross section, etc.

complete.

Cum. 82.00

6 305 Construction of embankment with approved

materials obtained from Private land/Barrow pit

including all lifts and lead transporting to site, laying

in layers of 250mm thick loose, breaking cloads

dressing to the required line, curves, grade and

section, watering the earth to O.M.C. and

compacting to meet requirements as per

specification 305-2 table 300-2

a) Compacting with vibratory roller Cum. 191.00

b) Compacting with Power roller Cum. 172.00

7 305 Construction of embankment with approved

materials deposited at site from roadway cutting and

excavation from drain and foundation of other

structure including all lifts and lead up to 15m. laying

in layers of 250mm thick loose, breaking cloads

dressing to the required line, curves, grade section,

watering the earth to O.M.C.and compacting to meet

requirements as per specification cl. 305-2 table 300-

2

a) Compacting with vibratory roller cu.m. 92.00

b) Compacting with power roller cu.m. 84.00

8 309 Construction of aggregate Sub-Surface

Drains 300 mm x 450 mm with aggregates

conforming to table 300-4. excavated material

to be utilised in roadway.

Rmt. --

195

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


1 401 (a)Granular Sub-Base with Coarse Graded Material

( Table:- 400- 2) (Construction of granular sub-base

by providing coarse graded material, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as

per clause 401)

a) Plant mix Method for grade I cu.m. 852.00

b) Plant mix Method for grade II cu.m. 823.00

c) Plant mix Method for grade III cu.m. 754.00

2 401 (b)Granular Sub-Base with Coarse Graded Material

( Table:- 400- 2) (Construction of granular sub-base

by providing coarse graded material, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC, and compacting with power roller

to achieve the desired density, complete as per

clause 401)

a) By Mix in place Method for grade I cu.m. 748.00

b) By Mix in place Method for grade II cu.m. 734.00

c) By Mix in place Method for grade III cu.m. 709.00

3 404-3.2 Construction of inverted choke by providing,

laying, spreading and compacting of specified

graded aggregate in subbase course in uniform

layer on a prepared base with motor grader and

compacting with power roller etc.

cu.m. 474.00

4 404-3.1 Making 50 mm x 50 mm Furrows, 25 mm / 50 mm

deep, 450

to the center line of the road and at one

meter interval in the existing thin bituminous wearing

coarse including sweeping and disposal of

excavated material within 1000 metres complete.

Sqm 4.00

SUB BASES, BASES (NON-BITUMINOUS) AND SHOULDERS

196

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


5 404 Providing,laying,spreading and compacting stone

aggregates of specified sizes to water bound

macadam specification, including spreading in

uniform thickness,hand packing rolling with 3

wheeled steel / vibratory roller 8-10 tonnes in stages

to proper grade and camber,applying and brooming

requisite type of screening, binding materials to fill

up the interstics of coarse aggregates, watering and

compacting to the required density making

necessary earthen bund to protect edges, lighting,

guarding, barricading and maintenance of diversion

etc.complete

(a) By manual means

I) Grading - I Cu.m. 808.00

ii) Grading - II Cu.m. 969.00

iii) Grading - III Cu.m. 967.00

(b) By mechanical means

metal spreading is to be done by motor graders

I) Grading - I Cu.m. 619.00

ii) Grading - II Cu.m. 765.00

iii) Grading - III Cu.m. 724.00

6 406 Providing, laying, spreading and compacting graded

stone aggreagte to wet mix macadam

specifications including premixing the material with

water to OMC in mechanical mix Plant, carriage of

mixed material by tipper to site, laying in uniform

layers with paver in sub-base/base course on a well

prepared surface and compacting with power /

vibratory roller to achieve the desired density

including lighting, guarding, barricading and

maintenance of diversion with etc. complete.

Cu.m. 961.00

197

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


1 502 Providing and applying primer coat with bitumen

emulsion on prepared surface of granular base and

spraying primer at the rate of 0.60 Kg/sq.m using

mechanical means including clearing of road

surface.

Sq.M. 34.00

2 503 Providing and applying tack coat with bitumen

60/70 grade at the rate of ----- kg per sq.m on the

prepared bituminous/granular surface cleaned with

mechanical broom.

A) On black topped surface at 2.5/10 Sqm. Sq.M. 15.00

B) On granular surface at 3.50 Kg/10 Sqm. Sq.M. 20.00

3 504 Providing and laying bituminous macadam With 100-

120 TPH hot mix plant producing an average output

of 75 tonnes per hour using crushed aggregates of

specified grading premixed with bituminous binder,

transported to site, laid over a previously prepared

surface with paver finisher to the required grade,

level and alignment and rolled as per clauses 501.6

and 501.7 to achieve the desired compaction.

A) By use of Vibratory roller Cu.M. 6476.00

4 505 Providing and laying penetration macadam of 50

mm compacted thickness on prepared surface

incluing spreading course aggregate compacting

with 8-10 tonne smooth wheeled power roller for

required grade and camber applying hot bitumen by

pressure distributor at the specified rate applying

key aggregate compacting with 8-10 tonne smooth

wheeled power roller to achieve desire degree of

compaction.

Bitumen 60/70 grade @ 5kg/sq.m

A) By use of power roller Sqm. 344.00

B) By use of Vibratory roller Sqm. 342.00

BITUMINOUS CONSTRUCTION

198

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


5 506 Providing, laying & rolling of Builtup spray Grout

layer 75mm thick compacted thickness over

prepared base consisting of a 2 layers composite

construction of compacted crushed coarse

aggregates using motor grader for aggregates key

stone chips spreader may be used with application

of bitumen binder after each layer and with key

aggreates placed on top of second layer to serve as

a base confirming to the line, grades and cross

section specified & rolling with vibratory roller etc.

complete. Bitumen 60/70 grade @ 30kg per 10

sq.m. @ 15 kg per 10 sq.m. for each layer.

Sq.m. 268.00

6 507 Providing and laying hot mix hot laid Dence

Bituminous Macadm 50/75mm compacted

thickness with 4.25 % bitumen content by weight

of total mix on prepared surface with specified

gradedcrusher aggregates for the base/binding

course including loading of aggregates with

F.E.Loader, heating of stone aggregates and

bitumen and mixing, in modern drum mix type of hot

mix plant transporting the hot mix to work site laying

the mixed material with sensor paver finisher to the

required grade, level and camber, rolling by power

roller and vibratory roller to achieve the desired

density

(Grade of Bitumen should be 60/70)

Cum. 6257.00

A) Bitumen in bulk - 60/70-VG-30 Cum. 7701.00

B) Crumb Rubber Modified Bitumen CRMB - 55 Cum. 7400.00

7 509 Providing and laying bituminous concrete With 100-

120 TPH batch type hot mix plant producing an

average output of 75 tonnes per hour using crushed

aggregates of specified grading premixed with

bituminous binder @ 5.4 to 5.6 per cent of mix and

filler,transporting the hot mix to work site, laying with

a hydrostatic paver finisher with sensor control to the

required grade, level and alignment,rolling with

smooth wheeled,vibratery and tandem rollers to

achieve the desired compaction as per MORTH

specification clause No.509 complete in all respects.

199

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


8 Providing and laying surface dressing as wearing

course in single coat using crushed stone aggregate

of specified size on a layer of bituminous binder laid

on the prepared surface, and rolling with 8 -10

tonne smooth wheeled steel roller

a) 19 mm nominal chipping size @ 0.015 cum per

sqm and Bitumen @ 1.20 kg per sqm.

Sqm 73.00

b) 13 mm nominal chipping size @ 0.01 cumper

sqm and Bitumen @ 1.00 kg per sqm.

Sqm 59.00

Using Bitumen 60/70 Grade @ 14.60 kg /sqm

512 Providing and rolling of close graded premix mix

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 ) aggregate using 60/70 grade bitumen

@ 22kg/10sqm to the required line, grade and level

to serve as wearing course on a previously prepared

base including mixing in suitable HMP of appropriate

capacity and finishing to required level and grade.

Sqm.

9 511 Providing & laying and rolling open graded premix

surfacing 20 mm thick with specified graded

crushed aggregates for wearing course including

supplying all materials, preparing and cieaning the

base, loading of aggregate with F.E loader, heating

bitumen and aggregates in modern drum type hot

mix plant of appropriate capacity transporting the

mixed material to work site and laying with paver

finisher to the required level and grade rolling with

power roller 8 - 10 tonne capacity.

Sqm. 110.00

147.00

11 513 a) Providing and laying of seal coat for sealing the

voids in a bituminous surface laid to the specified

level, grade and cross fall followed by a cover of

stone chipping of 6.7mm size @ 0.09 cum & rolling

with 8 to 10 tonne capacity per 10 cum per 10 sqm

& rolling with 8 -10 tonne capacity power roller. (

using bitumen 60 / 70 grade @ the rate of 9.8 Kg/10

sqmt.)

note : seal coat is to be provided immediately over

the bituminous layer.

Sq.m. 56.00

10

200

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


12 513 b)Providing and laying of premix sand seal coat

with HMP of appropriate capacity using crushed

stone chipping of 6.7 mm size @ 0.06 cum per 10

sqm laying of mixed material with sensor paver and

rolling with power roller 8-10 tonne capacity using

bitumen 60 / 70 grade @ the rate of 6.8 Kg/10

sqmt.)

Sq.m. 45.00

note : seal coat is to be provided over the premix

carpet on the same day.

201

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


1 408 Providing & laying in situ Cement concrete 1:3:6

mix with trap stone aggregate 40 millimetre nominal

size mechanically mixed and vibrated in foundation

upto a depth of 1.5 metres below ground level and

upto a height of 1.50 m.above ground / bed level

including formwork, bailingout water, if necessary,


Cum. 3480.00

2 1013 Providing and Laying Reinforced Cement

Concrete Pipe NP 4 /Prestressed concrete pipe on

first class bedding in single row for culverts of

granular material in single row of various diameter in

proper line, level and slopeincluding fixing collar with

cement mortar 1:2 but excluding excavation,

protection works, backfilling, concrete and masonry

works in head walls and parapets.

Rmt.

a) 900 mm dia 6135.00

b) 1000 mm dia 8044.00

c) 1200 mm dia 9564.00

PIPE CULVERTS

202

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


TRAFFIC AND TRANSPORTATION1 408 Construction of cement concrete kerb with top

and bottom width 115 and 165 respectively, 250 mm

high in M 20 grade PCC on M-10 gradeoundation

150 mm thick, foundation having 50 mm projection

beyond kerb stone, kerb stone laid with kerb laying

machine, foundation concrete laid manually, etc.

complete.

Rmt. 243.00

2 801 Painting new letrers and figures of any shade with

synthetic enamel paint black or any other approved

colour to give an even shade.

Per Cm

Ht.per

letter

a) Hindi/Marathi (Matras, commasand the like not

to be measured and paid for Half letters shall be

counted as half.)

1.00

b) English and Roman 1.00

3 800 Painting two coats after filling the surface with

synthetic enamel paint in all shades on new

plastered concrete surfaces

Sq.m. 46.00

4 803 Painting lines,dashes,arrows etc. on roads in two

coats on new Work Painting lines,dashes,arrows

etc. on roads in two coats on New Work with ready

mixed road marking paint conforming to IS:164 on

bituminous surface, including cleaning the surface of

all dirt, dust and other foreign matter, demarcation at

site and traffic control.

Sq.M.

a) On New Work

I) Over 10 cm in width (White and Yellow) 95.00

ii) Upto 10 cm in width 86.00

b) On Old Work

I) Over 10 cm in width (White and Yellow) 68.00

ii) Upto 10 cm in width 74.00

5 801 a) Providing and fixing letters from reflective tape

of approved quality of standard width.

per letter

per cm.

height

2.00

801 b) Providing and fixing Border from reflective tape

of approved quality and standard width.

per cm.

Length

2.00

203

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


6 803 Providing and applying hot applied thermoplastic

compound 2.50 mm thick including reflectorising

glass beads @ 250 gms per sqmt. area, thickness of

2.50 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 ect.

complete.

Sq.mt. 914.00

( with 3 years guarantee)

7 805 Supplying and installation of delenator (road way

indicators, hazard markers, object markers) 80-100

cm high above ground level, painted black and white

in 15 cm wide strips, fitted with 80 x 100 mm

rectangular or 75 mm dia circular reflectorised

panels at the top, buried or pressed into the ground

and conforming to IRC-79 and the drawing.

No. 845.00

204

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


ROAD SIGN BOARDS

1 801 Providing and erecting direction and place

identification retro- reflectorised sign boards as

per IRC :67 made of high intensity grade sheeting

vide clause 801.3, fixed over aluminium sheeting, 2

mm thick with area not exceeding 0.9 sqm

supported on a mild steel angle iron post 75 mm x

75 mm x 6 mm, including conveying and fixing firmly

to the ground by means of properly designed

foundation with M 15 grade cement concrete45 cm x

45 cm x 60 cm, 60 cm below ground level as per

approved drawing with 7 years guarantee for the

sheeting etc. complete.

Sq.m. 11816.00

2 801 Providing and erecting direction and place

identification retro- reflectorised sign boards as

per IRC :67 made of high intensity grade sheeting

vide clause 801.3, fixed over aluminium sheeting, 2

mm thick with area exceeding 0.9 sqm supported

on a mild steel angle iron post 75 mm x 75 mm x 6

mm, 2 nos. including conveying and fixing firmly to

the ground by means of properly designed

foundation with M 15 grade cement concrete45 cm x

45 cm x 60 cm, 60 cm below ground level as per

approved drawing with 7 years guarantee for the

sheeting etc. complete.

Sq.m. 12910.00

3 Providing Cautionary sign boards

90cm.equliatterial with apex point upward prepared

on fiber reinforced plate 3.0 millimeter thick bonded

with white retro reflective sheeting on Engineering

grade having pressure sensitive/heat activated

adhesive retro reflective white back ground and red

border and back side gray, retro reflective symbols,

letters numerals arrow, one M. S. angle post of 65 x

65 x 6milimetre size and 3.65 meter long, inflated

bottom and drilled on top and painting posts with

white & black border of 25 centimeters, fitting boards

to post with 2 numbers of strong G.I bolts and nuts

including transportation fixing in executed with prior

approval Of Superintending IRC-67 of 2001

A) i) Cautionary sign boards 90cm.equilateral

triangle

No. 7128.00

ii) High intencity grade No. 8618.00

205

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


B) i) Information sign boards of size 60 x 80 cm No. 9249.00


C) i) Prohibitory sign boards having size

60cm.Circular

No. 6874.00


4 Providing & fixing road junction /information sign

boards of size-------prepared fiber reinforced plate

4.0 millimeter thick on frame of 40x 40 mm angle

with support of 40 mm m.s patti of 6.00 mm thick for

strengthening including bonded with blue retro

reflective sheeting of Engineering grade having

pressure sensitive/heat activated adhesive retro

reflective symbols, letter, number, arrows with two

m.s angle post of 65 x 65x 6 mm size and 3.65

meter long in one pieces with out joint inflow at

bottom and drilled on top with bracing of 40x40 x5

mm m.s angle and painting with white and black

border of 25 mm, fixing boards on post with

including transportation fixing in 1:4:8 cement

concrete block of 60 x 60x 75cm.size at site etc.

complete. (The work to be executed with prior

approval of Superintending Engineer). IRC-67 of

2001

A) i) Board size 1.20 X 0.90 meter No. 18855.00


B) i) Board size 1.80 X 0.90 meter No. 40300.00


206

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


FOUNDATION

1 1500 &

1711

Providing & laying plain cement concrete 1:3:6

nominal mix in foundation with crushed stone

aggregate 40 mm nominal size mechanically mixed,

placed in foundation and compacted by vibration

including curing for 14 days.

Cu.m. 3282.00

2 1400

1405 &

2200

Providing random rubble stone masonry of trap

stone in cement mortar 1:3 in foundation / sub

structure as per drawing and specification striking

joints of non exposed faces and pointing the

exposed faces with cement mortar 1:3 including

scaffolding and watering including bailing out water

manually etc. complete.

Cu.m. 2512.00

3 1204 &

1904

Providing fabricating and setting out cutting edge

of mild steel weighing 40 kg per metre for well

foundation complete as per drawing and technical

specification etc. complete.

Tonne 69370.00

4 1209 Providing and filling in wells with well graded

sand / rubble and sand /shingle incluing

compacting between top and bottom plug.

Cu.m. 722.00

5 710 IRC

78 &

2204

Providing Back Filling behind abutment, wing

wall and return wall including watering and

compacting complete as per drawing and technical

specification.

Cu.m.

a) Gravelly material / Trap rubble 399.00

b) Sandy material 599.00

c) Filter medium behind abutment,wing wall and

return wall complete as per drawing and Technical

specification

477.00

207

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


6 1600 a) Providing and cutting bending hooking layingand

tying in position HYSD steel bar for reinforcement

as per detailed drawings for all RCC members.

MT 55971.00

b) Mild Steel Bar MT 51859.00

c) Thermo Mechanically Treated Bar 60966.00

7 1204 &

1904

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 .5 metre lenth of

bottom including fabricating, cutting the M.S. sheet

to required diametre and shape, welding the joints

and driving with the help of required machineries

including all materials, labour and lift etc. complete.

MT 77247.00

208

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


SUBSTRUCTURE

1 2000 Supplying,fitting and fixing in position true to line &

level cast steel rocker bearing conforming to

IRC:83(Pt-I) Section IX and clause 2003 of

MORTH specificationcomplete including all

accessories as per drawing and Technical

specification.

Per

tonne

capacity

438.00

2 2000 Supplying,fitting & fixing in position true to line &

level fordge steel roller bearing conforming to

IRC:83(Pt-I) Section IX and clause 2003 of MoRTH

specificationcomplete including all accessories as

per drawing and Technical specification.

Per

tonne

capacity

733.00

3 2000 Supplying, fitting and fixing in position true to line &

level sliding plate bearing with PTFE surface

sliding on stainless steel complete including

accessories as per drawing and technical

specification and BS:5400, section9.1&

9.2(forPTTE) and clause 2004 of MORTH

specification

Per

tonne

capacity

227.00

4 2000 Supplying,fitting and fixing in position trueto line and

level elastomeric bearing conforming to IRC:83(Pt-

I) Section IX and clause 2005 of MoRTH

specification complete including all accessories as

per drawing and Technical specification.

Per

Cubic

Centi-

metre

1.40

5 2000 Supplying,fitting and fixing in position, true to line

and level POT- PTFE bearing consisting of a metal

piston supported by a disc or unreinforced elastomer

confined within a metal cylinder, sealing rings, dust

seals, PTEE surface sliding against stainless steel

mating surface, complete assembly to be of cast

steel / fabricated structural steel, metal and

elastomer elements to be as per IRC: 83 part-I & II

respectively and other parts conforming to BS: 5400,

Sections 9.1 & 9..2 and clause 2006 of MoRTH

specifications complete as per drawing and

approved technical specifications

Per

tonne

capacity

166.00

209

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


6 2000 Supplying,fitting and fixing in position,true to lind and

level sliding plate bearing with stainless steel plate

sliding on stainless steel plate with mild steel matrix

complete including all accessories as per drawing

and technical specifications.

Per

tonne

capacity

256.00

7 2706 a) Providing weep hoels in plain/reinforced concrete

in abutments, riding returen, return wall with 100 mm

dia. A.C. pipe, extending through the full width of

the structure with slope of 1V : 20 H towards

drawing force etc. complete as per drawing

andechnical Specification

Rmt. 121.00

b) Using P.V.C. pipe, 100 mm dia. 122.00

8 2600 Providing and fixing single strip modular type

expansion joint material inclusive of german

mported edge beams and elastomeric strip seal

along with indigenous fabricated anchorage system

for fixing the deck for movement of +/-35 mm (total

70 mm ) as per MORT&H specification under

supervision of specilised manufacturere.

Rmt. 13000.00

210

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


SUPERSTRUCTURE1 1900 &

2700

Providing the railing of mild steel angle post or

mild steel channel post ,mild steel flat ,nuts and bolt

as per detailed drawing including scaffolding and

fixing complete(As per MORT&H drawing BD/1-88)

Rmt. 3272.00

2 Providing and laying 22mm thick precast Sq.m. 444.00

cement concrete chequrred tiles on footpath over

20mm thick bed of cement morter (1:3) ncluding

curing and cleaning complete as per the drawing

and technical specifications.

3 2705 Providing and fixing G. I. pipe drainage water-

spouts complete as per drawing and technical

specification (1m length) including M.S.grating

260mm x 260mm

No. 1163.00

4 803 Painting on kerbs in black and yellow alternate

bands complete as per drawing and technical

specifications

Sq.m. 82.00

5 1500 &

1700

Providing Fusion Bonded epoxy coating to

reinforcing bars as per IS:3620-1993 specification

for a thickness of 175+/- 50 microns including

testing of coating at plant, extra cost for careful

handing using PVC coating, binding wires instead of

G.I. Wires, touching up the material suplied repair

work etc. complete as per detailed specification.

(Lead 200 Km to and fro from plant)etc. complete.

Tonne

a) Up to 20mm dia bar (including 20mm dia bar ) 12885.00

211

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


PROTECTIVE WORKS

1 2503 Providing and laying apron With trap / boulder etc.

complete as per the drawings and technical

specifications.

Cu.m. 810.00

2 2504 Providing pitching on slopes complete as per

drawing and technical specifications .

Cu.m.

A) with trap stone 730.00

3 810 Providing and erecting “W” metal beamcrash barrier

comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above raod/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5

millimeter spaced 2m. centre to center, 1.8, metre

high, 1.1 metre 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 fixed on the vertical post

with a spacer of channel section 150 x 75 x 5mm,

330 mm long complete as per clause 810.

RTM 4005.00

212

(in Rs.)

Rates for

12-13Item

No.

Ref. to

MORT&H

Spec. Cl.

4th


REPAIR AND REHABILITATION

1 2809 Removal of existing cement concrete Cu.m. 369.00

wearing coat manually on with the help of jack

hammers including its disposal complete as per the

technical specifications without causing any

detrimental effects to any part of the bridge

structure.

2 2803 Sealingof cracks by injection process through

nipples complete as per drawing and technical

specifications with

Kg.

a) Cement grout 74.00

b) Epoxy grout 1494.00

3 2804 Applying the epoxy morter over leached Sq.m. 666.00

honeycombed and spalled concrete surface and

exposed steel reinforcement complete as per the

technical specifications .

4 -- cu.m. 1403.00Gabian structure for Retaining Earth- Providing and

construction of a Gabian structure for retaining earth

with segment of wire crates of size 7m x 3m x 0.6m

each devided into 1.5m compartments by cross

netting, made from 4mm galvanised steel wire @

32kg per 10 sq.mt. having minimum tensile strength

of 300 mpa conforming to is:280 and galvanizing

coating conformoing to is:4826, woven into mesh

with double twist,mesh size not exceeding 100 x100

mm filled with boulders with least dimension of

200mm all loose ends to be tied with 4mm

galvanised steel wire.

Spec.No.MORT&H-2503.3.

213

STATEMENT 'C' CARRIAGE OF MATERIALS OVER DISTANCE EXCEEDING 0.05 KM. INCLUDING LOADING AND UNLOADING

Lead in

km

Average

speed

km/hour

Factor

F

No.of

trips in

8 Hour

Kms

done

Quantity

of diesel

in lit.

Cost of

diesel at

Rs./lit.52.

45

Quantity

of

mobile

oil

Cost of

oil per lit.

Rs.240

Cost of 6

mazdoor

at Rs.

Hire

charges

of truck

Rs.1500

Total cost

7+9+

10+11

Add 10%

over

head

charges

Total of

12+13

Cost per

Trip

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

0.50 15.00 2.00 7.48 13.50 3.38 177.28 0.10 24.00 1380.00 1500.00 3081.28 308.13 3389.41 453.13

1.00 16.00 2.00 7.11 20.22 5.06 265.40 0.14 33.60 1380.00 1500.00 3179.00 317.90 3496.90 491.83

1.50 16.50 2.00 6.77 26.31 6.58 345.12 0.19 45.60 1380.00 1500.00 3270.72 327.07 3597.79 531.43

2.00 17.00 2.00 6.48 31.92 7.98 418.55 0.23 55.20 1380.00 1500.00 3353.75 335.38 3689.13 569.31

2.50 17.25 2.00 6.20 37.00 9.25 485.16 0.26 62.40 1380.00 1500.00 3427.56 342.76 3770.32 608.12

3.00 17.50 2.00 5.96 41.76 10.44 547.58 0.30 72.00 1380.00 1500.00 3499.58 349.96 3849.54 645.90

3.50 17.75 2.00 5.74 46.16 11.54 605.27 0.33 79.20 1380.00 1500.00 3564.47 356.45 3920.92 683.09

4.00 18.00 2.00 5.54 50.31 12.58 659.82 0.36 86.40 1380.00 1500.00 3626.22 362.62 3988.84 720.01

4.50 18.25 2.00 5.36 54.22 13.56 711.22 0.39 93.60 1380.00 1500.00 3684.82 368.48 4053.30 756.21

5.00 18.50 2.00 5.19 57.93 14.48 759.48 0.41 98.40 1380.00 1500.00 3737.88 373.79 4111.66 792.23

6.00 18.75 2.00 4.88 64.54 16.14 846.54 0.46 110.40 1380.00 1500.00 3836.94 383.69 4220.64 864.88

7.00 19.00 2.00 4.61 70.48 17.62 924.17 0.50 120.00 1380.00 1500.00 3924.17 392.42 4316.59 936.35

8.00 19.30 2.00 4.37 75.98 19.00 996.55 0.54 129.60 1380.00 1500.00 4006.15 400.62 4406.77 1008.41

9.00 19.60 2.00 4.17 81.06 20.27 1063.16 0.58 139.20 1380.00 1500.00 4082.36 408.24 4490.60 1076.88

10.00 20.00 2.00 4.00 86.00 21.50 1127.68 0.61 146.40 1380.00 1500.00 4154.08 415.41 4569.48 1142.37

15.00 25.00 2.00 3.64 115.09 28.77 1508.99 0.82 196.80 1380.00 1500.00 4585.79 458.58 5044.37 1385.81

20.00 25.00 2.00 3.08 129.08 32.27 1692.56 0.92 220.80 1380.00 1500.00 4793.36 479.34 5272.70 1711.91

25.00 25.00 2.00 2.67 139.33 34.83 1826.83 1.00 240.00 1380.00 1500.00 4946.83 494.68 5441.52 2038.02

214

STATEMENT 'C'

TRANSPORTATION CHARGES

Lead in

km

Average

speed

km/hour

Factor

F

No.of

trips in

8 Hour

Kms

done

Quantity

of diesel

in lit.

Cost of

diesel at

Rs./lit.52.

45

Quantity

of

mobile

oil

Cost of

oil per lit.

Rs.240

Cost of 6

mazdoor

at Rs.

Hire

charges

of truck

Rs.1500

Total cost

7+9+

10+11

Add 10%

over

head

charges

Total of

12+13

Cost per

Trip

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

30.00 25.00 2.00 2.35 147.80 36.95 1938.03 1.05 252.00 1380.00 1500.00 5070.03 507.00 5577.03 2373.20

35.00 30.00 2.00 2.40 174.00 43.50 2281.58 1.24 297.60 1380.00 1500.00 5459.18 545.92 6005.09 2502.12

40.00 30.00 2.00 2.18 180.55 45.14 2367.59 1.29 309.60 1380.00 1500.00 5557.19 555.72 6112.91 2804.09

45.00 30.00 2.00 2.00 186.00 46.50 2438.93 1.33 319.20 1380.00 1500.00 5638.13 563.81 6201.94 3100.97

50.00 30.00 2.00 1.85 191.00 47.75 2504.49 1.36 326.40 1380.00 1500.00 5710.89 571.09 6281.98 3395.66

60.00 30.00 2.00 1.60 198.00 49.50 2596.28 1.41 338.40 1380.00 1500.00 5814.68 581.47 6396.14 3997.59

70.00 30.00 2.00 1.41 203.40 50.85 2667.08 1.45 348.00 1380.00 1500.00 5895.08 589.51 6484.59 4599.00

80.00 30.00 2.00 1.26 207.60 51.90 2722.16 1.49 357.60 1380.00 1500.00 5959.76 595.98 6555.73 5202.96

90.00 30.00 2.00 1.14 211.20 52.80 2769.36 1.51 362.40 1380.00 1500.00 6011.76 601.18 6612.94 5800.82

100.00 30.00 2.00 1.10 214.00 53.50 2806.08 1.53 367.20 1380.00 1500.00 6053.28 605.33 6658.60 6053.28

125.00 40.00 2.00 1.04 281.00 70.25 3684.61 2.01 482.40 1380.00 1500.00 7047.01 704.70 7751.71 7453.57

150.00 40.00 2.00 0.94 288.00 72.00 3776.40 2.06 494.40 1380.00 1500.00 7150.80 715.08 7865.88 8367.96

175.00 40.00 2.00 0.82 295.00 73.25 3841.96 2.09 501.60 1380.00 1500.00 7223.56 722.36 7945.92 9690.14

200.00 40.00 2.00 0.73 296.91 74.23 3893.36 2.12 508.80 1380.00 1500.00 7282.16 728.22 8010.38 10973.12

215

600 to

750mm

dia.

800 to

1000mm

dia.

1200mm

dia.

Task/trip 5.75cumt 5.75cumt 5.50cumt 4.70cumt 9.00M.T. 7.50M.T. 6.0cumt 3500No. 5000No. 110Sqm. 30 Rmt. 15 Rmt. 5 Rmt.

Unit Per per cumt per cumt per cumt per cumt per M.T. per M.T. per cumt 1000No. 1000No. per sqm. Rmt Rmt Rmt

0.50 453.13 78.81 78.81 82.39 96.41 50.35 60.42 75.52 129.47 90.63 4.12 15.10 30.21 90.63

1.00 491.83 85.54 85.54 89.42 104.64 54.65 65.58 81.97 140.52 98.37 4.47 16.39 32.79 98.37

1.50 531.43 92.42 92.42 96.62 113.07 59.05 70.86 88.57 151.84 106.29 4.83 17.71 35.43 106.29

2.00 569.31 99.01 99.01 103.51 121.13 63.26 75.91 94.88 162.66 113.86 5.18 18.98 37.95 113.86

2.50 608.12 105.76 105.76 110.57 129.39 67.57 81.08 101.35 173.75 121.62 5.53 20.27 40.54 121.62

3.00 645.90 112.33 112.33 117.44 137.42 71.77 86.12 107.65 184.54 129.18 5.87 21.53 43.06 129.18

3.50 683.09 118.80 118.80 124.20 145.34 75.90 91.08 113.85 195.17 136.62 6.21 22.77 45.54 136.62

4.00 720.01 125.22 125.22 130.91 153.19 80.00 96.00 120.00 205.72 144.00 6.55 24.00 48.00 144.00

4.50 756.21 131.52 131.52 137.49 160.90 84.02 100.83 126.04 216.06 151.24 6.87 25.21 50.41 151.24

5.00 792.23 137.78 137.78 144.04 168.56 88.03 105.63 132.04 226.35 158.45 7.20 26.41 52.82 158.45

6.00 864.88 150.41 150.41 157.25 184.02 96.10 115.32 144.15 247.11 172.98 7.86 28.83 57.66 172.98

7.00 936.35 162.84 162.84 170.25 199.22 104.04 124.85 156.06 267.53 187.27 8.51 31.21 62.42 187.27

8.00 1008.41 175.38 175.38 183.35 214.56 112.05 134.46 168.07 288.12 201.68 9.17 33.61 67.23 201.68

9.00 1076.88 187.28 187.28 195.80 229.12 119.65 143.58 179.48 307.68 215.38 9.79 35.90 71.79 215.38

10.00 1142.37 198.67 198.67 207.70 243.06 126.93 152.32 190.40 326.39 228.47 10.39 38.08 76.16 228.47

48.68 8.47 8.47 8.85 10.36 5.41 6.49 8.11 13.91 9.74 0.44 1.62 3.25 9.74

15.00 1385.81 241.01 241.01 251.97 294.85 153.98 184.78 230.97 395.95 277.16 12.60 46.19 92.39 277.16

65.22 11.34 11.34 11.86 13.88 7.25 8.70 10.87 18.63 13.04 0.59 2.17 4.35 13.04

20.00 1711.91 297.72 297.72 311.26 364.24 190.21 228.26 285.32 489.12 342.38 15.56 57.06 114.13 342.38

65.22 11.34 11.34 11.86 13.88 7.25 8.70 10.87 18.63 13.04 0.59 2.17 4.35 13.04

25.00 2038.02 354.44 354.44 370.55 433.62 226.45 271.74 339.67 582.29 407.60 18.53 67.93 135.87 407.60

67.03 11.66 11.66 12.19 14.26 7.45 8.94 11.17 19.15 13.41 0.61 2.23 4.47 13.41

30.00 2373.20 412.73 412.73 431.49 504.94 263.69 316.43 395.53 678.06 474.64 21.57 79.11 158.21 474.64

25.78 4.48 4.48 4.69 5.49 2.86 3.44 4.30 7.37 5.16 0.23 0.86 1.72 5.16

35.00 2502.12 435.15 435.15 454.93 532.37 278.01 333.62 417.02 714.89 500.42 22.75 83.40 166.81 500.42

STATEMENT 'C-1'

Lead in

km

Cost per

trip

Steel,

cement,

RCC

blocks

G.I.sheets

Bulk

Bitumen

Earth,

murum,

bldg,

debris

lime

Sand,

crushed

Metal,

Stone Dust

Timber

Hand

Broken

metal

40mm and

above

Rubble

21

6

R.C.C. Hume Pipe For C.D. workConcrete

Block and

Laterite

Stone

Bricks Roofing

Tiles

All types

of

flooring

600 to

750mm

dia.

800 to

1000mm

dia.

1200mm

dia.

Lead in

km

Cost per

trip

Steel,

cement,

RCC

blocks

G.I.sheets

Bulk

Bitumen

Earth,

murum,

bldg,

debris

lime

Sand,

crushed

Metal,

Stone Dust

Timber

Hand

Broken

metal

40mm and

above

Rubble R.C.C. Hume Pipe For C.D. workConcrete

Block and

Laterite

Stone

Bricks Roofing

Tiles

All types

of

flooring

60.39 10.50 10.50 10.98 12.85 6.71 8.05 10.07 17.25 12.08 0.55 2.01 4.03 12.08

40.00 2804.09 487.67 487.67 509.83 596.61 311.57 373.88 467.35 801.17 560.82 25.49 93.47 186.94 560.82

59.37 10.33 10.33 10.79 12.63 6.60 7.92 9.90 16.96 11.87 0.54 1.98 3.96 11.87

45.00 3100.97 539.30 539.30 563.81 659.78 344.55 413.46 516.83 885.99 620.19 28.19 103.37 206.73 620.19

58.93 10.25 10.25 10.71 12.54 6.55 7.86 9.82 16.84 11.79 0.54 1.96 3.93 11.79

50.00 3395.66 590.55 590.55 617.39 722.48 377.30 452.76 565.94 970.19 679.13 30.87 113.19 226.38 679.13

60.19 10.47 10.47 10.94 12.81 6.69 8.03 10.03 17.20 12.04 0.55 2.01 4.01 12.04

60.00 3997.59 695.23 695.23 726.83 850.55 444.18 533.01 666.26 1142.17 799.52 36.34 133.25 266.51 799.52

60.14 10.46 10.46 10.93 12.80 6.68 8.02 10.02 17.18 12.03 0.55 2.00 4.01 12.03

70.00 4599.00 799.83 799.83 836.18 978.51 511.00 613.20 766.50 1314.00 919.80 41.81 153.30 306.60 919.80

60.39 10.50 10.50 10.98 12.85 6.71 8.05 10.07 17.25 12.08 0.55 2.01 4.03 12.08

80.00 5202.96 904.86 904.86 945.99 1107.01 578.11 693.73 867.16 1486.56 1040.59 47.30 173.43 346.86 1040.59

59.78 10.40 10.40 10.87 12.72 6.64 7.97 9.96 17.08 11.96 0.54 1.99 3.99 11.96

90.00 5800.82 1008.84 1008.84 1054.69 1234.22 644.54 773.44 966.80 1657.38 1160.16 52.73 193.36 386.72 1160.16

25.24 4.39 4.39 4.59 5.37 2.80 3.37 4.21 7.21 5.05 0.23 0.84 1.68 5.05

100 6053.28 1052.74 1052.74 1100.60 1287.93 672.59 807.10 1008.88 1729.51 1210.66 55.03 201.78 403.55 1210.66

56.01 9.74 9.74 10.18 11.92 6.22 7.47 9.34 16.00 11.20 0.51 1.87 3.73 11.20

125 7453.57 1296.27 1296.27 1355.19 1585.87 828.17 993.81 1242.26 2129.59 1490.71 67.76 248.45 496.90 1490.71

36.57 6.36 6.36 6.65 7.78 4.06 4.88 6.10 10.45 7.31 0.33 1.22 2.44 7.31

150 8367.96 1455.30 1455.30 1521.45 1780.42 929.77 1115.73 1394.66 2390.84 1673.59 76.07 278.93 557.86 1673.59

52.88 9.20 9.20 9.61 11.25 5.88 7.05 8.81 15.11 10.58 0.48 1.76 3.53 10.58

175 9690.14 1685.24 1685.24 1761.84 2061.73 1076.68 1292.02 1615.02 2768.61 1938.03 88.09 323.00 646.01 1938.03

51.31 8.92 8.92 9.33 10.92 5.70 6.84 8.55 14.66 10.26 0.47 1.71 3.42 10.26

200 ####### 1908.37 1908.37 1995.11 2334.71 1219.24 1463.08 1828.85 3135.18 2194.62 99.76 365.77 731.54 2194.62

21

7

Loading

carriage

upto 50 m

lead

Unloading

carriage

upto 50 m

lead

Stacking

carriageupt

o 50 m

lead

1Boulders, Rubble stones and metal

of all the sizes Cu.m. 18.00 12.00 11.00

2Murum, Sand Gravel, stone dust,

Earth and other loos materials. Cu.m. 10.00 7.00 7.00

3 Cement, Lime M.T. 32.00 27.00 12.00

4Mild Steel and H.Y.S.D. bars of all

the diametres and structural steel. M.T. 35.00 28.00 21.00

5 Bricks1000

Nos.22.00 19.00 11.00

6 Shahabad Stones Sq.M. 1.20 1.20 1.20

7Manglore tile, Ridges, Hips, single

Allahabad Tiles and Country Tiles.1000

Nos.14.00 11.00 10.00

8 R.C.C. pipes with collars M.T. 32.00 32.00 9.00

9 Timber Cu.m. 14.00 10.00 6.00

10 Flooring tiles1000

Nos.21.00 16.00 12.50

11 Asphalt pack tins M.T. 39.00 28.00 16.50

Sr.No. Unit 2011-2012 2012-2013

1 Cu.m. 17.50 18.00

2 Cu.m. 13.20 13.50

3 Cu.m. 21.00 21.50

Rates for

101 metres to 200 metres

Transportation charges by Head load

Description of leads

0 metres to 50 metres (initial lead 50mt.)

51 meters to 100 metres

STATEMENT 'C-2'

LOADING, UNLOADING & STACKING

Sr. No. Materials Unit

218

Sr.

No.

Description Rates Sr.

No.

Description Rates

1 Asphalt Sprayer Skilled 274.00 36 Mazdoor, unskilled Heavy / male 266.00

2 Assistant plumber, skilled 274.00 37 Mazdoor, unskilled light / female 266.00

3 Bandhani Semiskilled 270.00 38 Mechanic 274.00

4 Barbender Skilled 274.00 39 Minor or blaster semiskilled 270.00

5 Beldar Skilled 274.00 40 Navaghani 270.00

6 Below Boy 266.00 41 Painter first class, skilled 277.00

7 Bhisti (mixing/curing) semi-skilled 270.00 42 Painter second class, skilled 274.00

8 Blacksmith with tools second class 274.00 43 Painter (white washer) semi skilled 270.00

9 Boreman skilled 274.00 44 Plumber with tools, skilled 277.00

10 Breaker Semiskilled 270.00 45 Polishman, semi skilled 270.00

11 Carpenter second class skilled 277.00 46 Quarry man semiskilled 270.00

12 Carpenter first class, skilled 277.00 47 Skilled Labour 274.00

13 Chiseller, semiskilled 270.00 48 Stonecutter with tools, semiskilled 270.00

14 Compressor operator 270.00 49 Supervisor 277.00

15 Ecavator, heavy unskilled 266.00 50 Tar Handler, Semiskilled 270.00

16 Electrician 274.00 51 Tile Turner, Semiskilled 270.00

17 Engraver for lettering skilled 277.00 52 Tinsmith with tools, semiskilled 270.00

18 Fitter second class with tools, skilled 274.00 53 Traffic enumerator 277.00

19 Fitter first class with tools, skilled 277.00 54 Tree cutter, semiskilled 270.00

20 Foreman, skilled 274.00 55 Vibrator Operator (skilled) 274.00

21 Glazer with tools, skilled 274.00 56 Welder/driller, skilled 274.00

22 Gunman for Guniting 274.00 57 Watchman 274.00

23 Head Fitter with tools, skilled 277.00 58 Mazdoor 266.00

24 Helper, unskilled 266.00 59 Black smith with tools, 1st class 277.00

25 Hole driller, semiskilled 270.00

26 Jack Hammer operator 274.00

27 Khalashi / Diver 274.00 61 Nozzleman for Guniting work 274.00

28 Laboratory Assistant 277.00 62 Polishman 1st class for furniture work 274.00

29 Labour for traffic regulations 266.00 63 Room Boy 266.00

64 Mason third class 270.00

65 Mali 270.00

31 Labour for tile truning 266.00 66 Sweeper wet 270.00

32 Lorry driver / mixer operator 274.00 67 Sweeper Dry 266.00

33 Maistry Skilled / Supervisor 277.00 68 Welder 2nd class 270.00

34 Mason second class skilled 274.00 69 Plumber with tools 2nd class 274.00

35 Mason first class skilled 283.00

30 Labour for excavation in Hard rocl

(un-blast)

266.00

Rate as per Minimum Wages

LABOUR RATES (Per day) For Raigad D.S.R.2012-2013

60 Carpenter third class for fencing and

roofing work

266.00

219

Sr. No. Description Unit Final Rate

1 A.C. Bend 100 mm No. 83.00

2 A.C. Bend 75 mm No. 69.00

3 A.C. Collar No. 55.00

4 A.C. Cowl Dome 100 mm dia No. 86.00

5 A.C. Cowl Dome 75 mm dia No. 84.00

6 A.C. Cowl Vent 100 mm dia No. 92.00

7 A.C. Cowl Ventilator 100 mm No. 85.00

8 A.C.Corrugated Sheet 6 mm thick Sq.M. 364.00

9 A.C. Double 'Y' Junction 100 mm No. 116.00



12 A.C. pipe 100 mm diameter M 92.00

13 A.C. pipe 150 mm diameter M 131.00

14 A.C. plain sheet 6 mm thick Sqm. 305.00

15 A.C. plug bend 100 mm dia No. 108.00



18 A.C. rain water pipe 100 mm dia M 93.00



21 A.C. sheet 4.0 milimetre thick plain Sqm. 204.00

22 A.C. sheet ridge Pair 242.00

23 A.C. sheets (trafford) 6 mm thick Sqm. 281.00

24 A.C. shoe 100 mm dia No. 67.00

25 A.C. Shoe 75 mm dia. No. 56.00

26 A.C. Shoe for 150 mm dia. No. 91.00

27 Accoustic Board (60 x 60 cm) No. 103.00

28 Acrylic Plain Sheet - 2 mm thick Sq.M. 800.00



31 Acrylic Washable Distemper Per Litre 127.00

32 Aldrop 300 x 16 mm chromium plated No. 219.00

33 Aldrop 300 x 20 mm-Brass oxidised No. 607.00

34 Aldrop Aluminium 300 x 16 mm No. 164.00

35 Aldrop Iron Oxidised 300 mm long (20 mm dia) No. 117.00

36 Alluminium Jali Sq.M. 1690.00

37 Aluminium Sections Kg. 284.00

38 Aluminium Sheet 24 B w.g. Sqm. 476.00

39 Aluminium Sliding door bolt No. 96.00

40 Aluminium Stay No. 73.00

41 Aluminium Strips Kg. 286.00

42 Anglo Indian Orissa - White No. 1845.00

43 Anglo Indian W.C.Pan - White No. 1694.00

MATERIAL RATES FOR RAIGAD D.S.R.2012-13

220


44 Ball cock 12 mm dia. cromium plated No. 186.00

45 Ballcock 15 mm dia with P.V.C. float No. 247.00

46 Ballcock 25 mm dia with P.V.C. float No. 295.00

47 Barbed Wire Kg 92.00

48 Basin & foundation- Brass Chromium plated No. 635.00

49 Bearing roller for glazed window shutter No. 68.00

50 Bed washer Kg 72.00

51 Bees wax Kg 58.00

52 Bell mouth cover (100 mm) dia No. 69.00

53 Bend 110 mm-PVC No. 206.00

54 Bend 75 mm dia -plain-PVC No. 101.00

55 Bend 75 mm-PVC No. 151.00

56 Bend/plug (18 guage) G.I. No. 149.00

57 Bib stop tap brass heavy 15 mm No. 223.00

58 Bib stop tap brass heavy 25 mm No. 386.00

59 Bib tap 12 mm brass medium No. 172.00

60 Bib tap 12 mm cast iron No. 90.00

61 Bid stop tap brass heavy 20 mm No. 276.00

62 Binding wires Kg 100.00

63 Bitumen (compound) Kg 63.00

64 Bitumen fillers Kg 51.00

65 Bitumen pad 25 mm thick Sqm. 1671.00

66 Bitumen washers Kg 65.00

67 Bituminous felt Sqm. 99.00

68 Black bakelite seat to European closet pan No. 65.00

69 Black kadappa (hand cut) 25 mm thick Sqm. 405.00

70 Black kadappa (Machine cut) 25 mm thick Sqm. 418.00

71 Black kadappa 40 mm / 35 mm. Sqm. 441.00

72 Black Kadappa stone 25 mm thick rough Sqm. 386.00

73 Black Kadappa stone 50 mm thick rough Sqm. 476.00

74 Black Kadappa stone polished 1.5 x 0.45 m size No. 345.00

75 Black kadappa stone-Both sides polished Sqm. 592.00

76 Blasting powder Kg 202.00

77 Block Board 25 mm thick Sqm. 61.00

78 Boiled Linseed oil Litre 140.00

79 Boll Cock 40 mm dia and PVC float No. 1136.00

80 Boll Cock 50 mm dia and PVC float No. 1873.00

81 Box chamber with lock No. 226.00

82 Bracket chromium plated No. 110.00

83 Brass nozzle pillar Tap 12 mm No. 326.00

84 Brick bats Cum. 502.00

85 Bricks (I class) No. 5.50

86 Bricks (II class) 1000 Nos. 4036.00

87 Bricks Aggregate (20 to 40 mm) Cum. 347.00

221


88 Broken china tiles Kg 51.00

89 Broken mosaic tiles Kg 30.00

90 Brush for lettering No. 82.00

91 Brush for road marking 4" dia. No. 146.00

92 Butt hinges 125 mm-Brass oxidised No. 97.00

93 Butt hinges aluminium 100 mm No. 50.00



96 Butt hinges iron oxidised 100 mm No. 31.00



99 C.C. septic tank 0.90 m dia and 2.50 m long No. 12768.00

100 C.C. septic tank 1.20 m dia and 2.50 m long No. 15243.00

101 C.I. bend 100 mm No. 237.00

102 C.I. brackets No. 77.00

103 C.I. coller 100 mm dia No. 236.00



106 C.I. cover 45 x 30 cm with frame No. 732.00

107 C.I. cover with frame (gully trap) No. 295.00

108 C.I. cow/vent 100 mm dia No. 518.00



111 C.I. grating 100 mm dia. No. 65.00

112 C.I. grating 75 mm dia. No. 60.00

113 C.I. manhole cover (75 kg) No. 1141.00

114 C.I. manhole cover 32 kg No. 866.00

115 C.I. Nahani trap 100 mm dia No. 380.00

116 C.I. Nahani trap 75 to 80 mm dia No. 338.00

117 C.I. pipe 100 mm dia M 1133.00

118 C.I. pipe 150 mm dia M 1928.00

119 C.I. pipe 75 to 80 mm dia M 1096.00

120 C.I. plug bend 100 mm dia No. 375.00

121 C.I. plug bend 150 mm dia No. 652.00

122 C.I. shoe 75-100 mm dia (18 guage) No. 382.00

123 C.I. Tee No. 547.00

124 C.I. Trap Grating 15 x 10 cm No. 266.00

125 C.I. 'Y' junction 100 mm dia No. 556.00



128 C.T.W. above 2.5 m length Cum. 84684.00

129 C.T.W. batten 50 x 25 mm M. 108.00

130 C.T.W. battern 50 x 12 mm M. 111.00

131 C.T.W. bullies 100mm dia M. 126.00

222




134 C.T.W. frame superior Cum. 96488.00

135 C.T.W. girder (joist) Cu.M. 83398.00

136 C.T.W. Particle board face laminated Sq.M. 1093.00

137 C.T.W. Plank 1 to 2 metre length Cu.M. 73698.00

138 C.T.W. Plank 15 to 50 mm thick 10 - 15 cm/wide Cu.M. 81620.00

139 C.T.W. Plank 20 mm thick 10 - 15 cm wide Cu.M. 95840.00

140 C.T.W. Pulins/Planks in General Cum. 75336.00

141 C.T.W. sash bars/T.W. glass beading Cu.M. 65165.00

142 C.T.W.plank superior Cu.M. 96099.00

143 Cast iron hinged cover with frame No. 415.00

144 Cast iron shoe for 150 mm dia No. 345.00

145 cast iron-Bend No. 38.00

146 Cellular core flush door 35 mm thick Sqm. 1261.00

147 Cement bag-Empty No. 16.00

148 Cement- Coloured Kg 82.00

149 Cement paint Kg 108.00

150 Centering oil Litre 79.00

151 Ceramic tiles marble finish 200 x 200 mm Sqm. 1119.00

152 Ceramic tiles marble finish 300 x 300 mm Sqm. 1109.00

153 Ceramic tiles Plain Coloured 200 x 100 mm Sqm. 1031.00

154 Ceramic tiles Plain Coloured 200 x 200 mm Sqm. 1026.00

155 chain 12 mm dia-G.I. M 49.00

156 chain 28 mm dia-G.I. M 56.00

157 Charcoal Kg 28.00

158 Chequrred cement tile Sqm. 421.00

159 Chicken proof jali mesh Sqm. 401.00

160 clamp 100 to 150 mm pipe-G.I. No. 56.00

161 clamp for 40 to 80 mm dia pipe-G.I. No. 62.00

162 Clamp for G.I. pipe No. 11.00

163 Clamps-PVC No. 32.00

164 Coal tar Kg 49.00

165 Collapsible gate complete with accessories Sqm. 3391.00

166 Collers-PVC No. 100.00

167 Colour powder (yellow earth) Kg 23.00

168 Colours No. 1722.00

169 Connector for W.C.-PVC No. 434.00

170 Corner stones 38 x 20 x 30 cm No. 57.00

171 Corner/quions 30 x 20 x 30 cm No. 68.00

172 Coupling cast iron 80 mm No. 163.00

173 Coupling cast iron 100 mm No. 181.00

174 Cow Dung Kg 28.00

175 Cowl \-dome- 110 mm outer diemater-P.V.C. No. 70.00

223


176 Cowl dome - 100 mm. Dia-A.C. No. 97.00

177 Crimped wire mesh Sqm. 135.00

178 D.D.V.P. 100% emulsion concentration Litre 208.00

179 Detonator No. 57.00

180 Double acting spring hinges-Brass No. 514.00

181 Dungry cloth 42" wide Mtr. 38.00

182 Engraver for lettering skilled Sqm. 465.00

183 Epoxy coal tar for 1st coat/2nd coat Litre 390.00

184 F.R.P. Door Shutter 30mm thick Sq ft 468.00

185 F.R.P. Door Shutter Frame 35mm thick Rmt. 1255.00

186 Face veneer board 20 mm thick Sqm. 581.00

187 Ferrule for C.I. pipe 100 mm No. 427.00

188 Fevicol Kg 250.00

189 Fire bricks No. 22.00

190 Fire wood Quintal 408.00

191 Flooring Roll 1 mm thick, 2m. Wide.-PVC M 468.00

192 Flush tank 10 litre capacity-Low level glazed No. 1132.00

193 Flush tank Automatic for Urinal 10 Litre No. 1557.00

194 Flushing cistern 5 litre capacity No. 793.00

195Flushing cistern -Coloured H.D.P. - conforming to I.S-

7231/1994No. 1591.00

196Flushing cistern -White H.D.P. conforming to I.S.-

7231/1994No. 1265.00

197 Flushing tank for W.C.-Enamelled No. 1189.00

198 Flushing Tank-PVC No. 1089.00

199 Fly proof G.I. wire mesh Sqm. 146.00

200 Foot rest chequerred 25 x 10 cm Pair 133.00

201 Formica Lamination Sheet Sqm. 909.00

202 Fountain jet-Brass Chromium plated No. 157.00

203 French Polish Litre 138.00

204 Fuse No. 19.00

205 G.C.I. sheets (corrugated) 22BwG MT 57186.00

206 Gasket Rmt 15.00

207 Gasket-PVC M. 25.00

208 Glass 3 mm thick Sqm. 352.00



211 Glazed tiles 15 x 15 cm- Colour Dozen 259.00

212 Glazed tiles 20 x 10 cm-Colour No. 36.00

213 Gravel at Nalla Bed Cum. 189.00

214 Gully trap cover with frame No. 129.00

215 Gun metal stop cock crutch wheel 20 mm No. 204.00



218 Gun metal stop cocks crutch 15 mm cl. wheel No. 191.00

224


219 Gun metal stop tap & crutch wheel 20 mm No. 249.00

220 Gun metal stop tap & crutch wheel 25 mm No. 294.00

221 Half round chromium ware pipe 100 mm M 449.00

222 Half round earthenware pipe 100 mm M 626.00

223 Half turn flush cock 25 mm dia No. 65.00

224 Hand Rail-PVC M. 63.00

225 Handle 125 mm Chromium plated No. 67.00

226 Handle aluminium 125 mm No. 65.00

227 Handle for steel windows 150 mm No. 61.00

228 Handle-ornamental-Brass No. 323.00

229 Handles 100 mm -Brass oxidised No. 124.00

230 Hard Board 6 mm thick Sqm. 223.00

231 Hard murum Cum. 102.00

232 Hemp rope Kg 108.00

233 Heritage grains plasters Sqm. 594.00

234 Hinges 125 mm (Chromium plated) No. 125.00

235 Hinges 125 mm-Brass oxidised No. 126.00

236 Hinges 75 mm-Iron No. 26.00

237 Hinges iron chromium plated 100 mm No. 56.00

238 Hold fast 300 x 40 x 5 mm-Iron No. 39.00

239 Holdfast strong for steel gate-Iron No. 56.00

240 Hollow blocks CC'0.1 x 0.2 x 0.4 M No. 22.00

241 Hollow blocks CC'0.2 x 0.2 x 0.4 M No. 34.00

242 Hook and eye aluminium 75 mm No. 50.00

243 Hook and eye chromium plated No. 55.00

244 Hook and eye iron oxidised 75 mm No. 15.00

245 Hook and eyes 225 mm iron oxidised No. 25.00

246 Hooks "J" 6 mm dia-G.I. No. 16.00

247 Hooks and eyes 200 mm-Brass oxidised No. 85.00

248 Housing box to Rolling shutter Sqm. 2668.00

249 Hume pipe septic tank 0.9 m dia (2.5 m) No. 10398.00

250 IRC fabric 150 x 150 mm and 10 guage Sqm. 88.00

251 IRC fabric 75 x 75 mm and 10 guage Sqm. 61.00

252 J.W. Ballies M 64.00

253 J.W. planks & in general Cum. 35161.00

254 Junction plug 110 mm dia.-PVC No. 433.00

255 Khandkies No. 49.00

256 Kota stone (hand cut) 25 mm thick Sqm. 977.00

257 Kota stone (machine cut) 25 mm thick Sqm. 905.00

258 Kota stone 25 to 30mm thick 55 x 55cm wide-Polished Sq.M. 726.00

259 Kota stone step (polished) Sqm. 711.00

260 Laminate board 20 mm thick (10-15 cm wide) Sqm. 795.00

261 Latch 250 mm long iron oxidised No. 204.00

262 Laterite oversize metal 80 mm Cum 377.00

225


263 Laterite rubble on quarry Cum. 299.00

264 Lead paint-White Kg. 292.00

265 Lead pipe 32 mm dia M 297.00

266 Lead pipe 40 mm dia M 371.00

267 Lead pipe plate Kg 180.00

268 Lime (un-slaked) Kg 16.00

269 Lime filler for bituminous works Kg 18.00

270 Lime powder Kg 21.00

271 Lime slaked (fine lime) Kg 18.00

272 Linseed oil double boiled Litre 115.00

273 Locking arrangement sliding shutter No. 73.00

274 Makrana Marble Slab 25 mm-White Sq.M. 2825.00

275 Mangalore glass tile No. 629.00

276 Mangalore pattern cowl vent No. 135.00

277 Mangalore ridge / hip tiles No. 45.00

278 Mangalore tiles class A'A No. 25.00

279 Marble chips Kg 23.00

280 Marble colour powder Kg 26.00

281 Marble mosaic chequred tiles Sqm. 399.00

282 Marble mosaic tiles (gray cement base) Sqm. 342.00

283 Marble mosaic tiles (white cement base) Sqm. 411.00

284 Marble name plate Sqm. 6346.00

285 Marble powder Kg 13.00

286 Mechanical gearbox to rolling shutter No. 920.00

287 Metal Grade I 90 mm to 40 mm Cum. 475.00

288 Metal Grade II 63 mm to 40 mm Cum. 509.00

289 Metal Grade III 50 mm to 20 mm Cum. 602.00

290 Mirror 40 x 50 C.M. No. 794.00

291 Mohagani Seat With Lid No. 334.00

292 Mortice Lock Superior No. 720.00

293 Mosaic tiles (white cement)-Colour Sqm. 430.00

294 Mosquito Proof Coupling No. 55.00

295 Mosquito Proof Jali 26 gauge Sq.M. 285.00

296 Mosquito Proof Nylon Net Sq.M. 61.00

297 Murum Cum. 105.00

298 Neel Kg. 178.00

299 Neeru Kg. 21.00

300 Netlon PVC Mosquito Proof Jali Sq.M. 365.00

301 Netlon PVC Sponge liner Male & Femle M. 130.00

302 Nipple For Fastening Detonator No. 23.00

303 Noble Dynamite Kg. 135.00

304 Non Return Valve 15 mm No. 295.00

305 Non Return Valve 20 mm Water metre No. 495.00

306 Non Return Valve 25 mm Water metre No. 621.00

226


307 Non Teak/Jungle Wood (normal) Cu.M. 31429.00

308 Nut 12 mm dia.-Steel No. 17.00

309 Nut 16 mm dia.-Steel No. 24.00

310 Nut and bolts-G.I. Kg 143.00

311 Nut Bolt 16 mm Dia/nails No. 16.00

312 Nuts and Bolts 16 mm Dia. Kg. 130.00

313 Nylon Rope Kg. 256.00

314 Obscured Glass 3 mm Thick Sq.M. 397.00

315 Oil Bound Distemper Kg. 148.00

316 Oil Paint Litre 295.00

317 Oil Paint 100ml pack Tin-White No. 65.00

318 Oil Paint.-Zinc Based Litre 402.00

319 Paint - Coloured-Acrylic Per Litre 446.00

320 Paint - White-Acrylic Per Litre 436.00

321 Paint / flat paint-Enamelled Litre 465.00

322 Paint-Aluminium Litre 348.00

323 Paint-Road marking Litre 402.00

324 paint-White Zink Kg. 190.00

325 Partical Board 12 mm Thick Sq.M. 612.00

326 Pedestal (urinal Pan) colour glazed No. 1877.00

327 Pedestal (urinal Pan) White glazed No. 1600.00

328 Pedestal for Wash Basin No. 1105.00

329 Phenol formaldehyde synthetic resin Kg. 325.00

330 Piller Tap 12 mm dia Chromium plated No. 324.00

331 Pin Header Standard Size No. 80.00

332 pipe 100 mm dia heavy type-G.I. M 820.00

333 pipe 100 mm dia medium-G.I. M 775.00

334 Pipe 100 mmdia.-PVC Rainwater M 279.00

335 Pipe 15 mm dia heavy type-G.I. M 148.00

336 pipe 15 mm dia medium type-G.I. M 131.00

337 Pipe 15 mm dia.-PVC M. 43.00












349 Pipe 40 mm dia.-PVC M. 102.00

350 pipe 50 mm dia heavy typeG.I. M 319.00

227



352 Pipe 60 mm dia.-PVC M. 123.00



355 Pipe 75 mm dia-PVC Rainwater M 341.00



358 Pipe for roof 20 mm dia.-Steel M. 141.00






364 Plain G.I. Sheet 24 B.W.G. Sq.M. 416.00

365 Plaster of Paris Board 45 x 45 cm. No. 77.00

366 Plastic Cover Block No. 9.00

367 Plastic Emulsion Paint Kg. 444.00

368 Plug bend - 3"-P.V.C. No. 153.00

369 Plug bend - 4"-P.V.C. No. 181.00

370 plug bend (18 guage) for 75 to 100 mm dia pipe-G.I. No. 163.00

371 Ply veener 4 mm thick-Decorative Sqm. 469.00

372 Ply Wood 12 mm thick Sq.M. 1018.00



375 Polymer based for 1st coat Litre 772.00

376 Polymer based for 2nd coat Litre 938.00

377Polymer based for IInd coat for water proof external

coating Polysafe-EC (patent No. 571)Litre 710.00

378Polymer based for IInd coatWater proof external coating -

Polysafe EC (Patent No. 571)Litre 710.00

379Polymer based for Ist coat for water proof external

coating Polysafe-EC (patent No. 571)Litre 646.00

380 Polymer based primer (polysafe EC P.No. 569) Litre 749.00

381Polymer plastone for Polymar Mortar and application -

Patent No. 568Litre 558.00

382 Polythene sheet-Expanded Sqm. 244.00

383 Primer for Plaster Surface Litre 128.00

384 Push button tap of gun metal 15 to 25 mm No. 126.00

385 Putty for Cement Plaster Kg. 69.00

386 PVC Door shutter 35 mm thick 7' x 3' size No. 3121.00

387 PVC Flushing tank automatic 5 litre for urinal No. 569.00

388 PVC flushing tank for W.C. 10 Litres. No. 1146.00

389 Quarry Spouls (trap Rubble) Cu.M. 265.00

390 R.C.C. cover for gully trap 23 x 30 cm No. 88.00

391 R.C.C. cover for inspection chamber 60 x 45 cm No. 274.00

228


392 R.C.C. cover for inspection chamber 90 x 45 cm No. 361.00

393 R.C.C. Jali 100mm thick Sq.M. 899.00

394 R.C.C. Jali 50 mm thick Sq.M. 455.00

395 R.C.C. Jali 80mm thick Sq.M. 599.00

396 R.C.C. Pipe 100 mm dia. M. 230.00

397 R.C.C. Pipe 150 mm dia. M. 313.00

398 R.C.C. Pipe 225 mm dia. M. 377.00

399 R.C.C. Pipe 300 mm dia. M. 523.00

400 Red Oxide paint Kg. 176.00

401 Red Powder (Geru) Kg. 23.00

402 Red Tape Saftey Fuse M. 39.00

403 Reflective Sheet High intensity grade Sq.M. 11160.00

404 Retoreflective Sheet Engineering grade Sq.M. 8798.00

405 Ridge Cap (plain G. I.) M.T. 53345.00

406 Rubber Adhesive Litre 330.00

407 Rubber Gasket M. 22.00

408 Rubber Insertion Kg. 73.00

409 Rubber Lining M. 20.00

410 Rubber ring No. 34.00

411 Rustonil - Rust remover cum phosphating agent Litre 516.00

412Rustonil - Rust Remover cum-phosphating Patent

No.569Litre 475.00

413 Salt Glazed Stoneware gully Trap No. 114.00

414 Sand (screened) Cu.M. 1147.00

415 Sand (unscreened) Cu.M. 909.00

416 Saras Kg. 120.00

417 Scraping sand paper Kg. 65.00

418 screw (25 mm)-Iron Dozen 72.00

419 screw (couch) 50 mm-G.I. Dozen 166.00

420 screw 100 mm-G.I. Dozen 322.00

421 screw 125 mm-G.I. Dozen 345.00

422 screw bolts-G.I. No. 6.00

423 Screws 75 mm-G.I. Gross 109.00

424 Screws-Aluminium Dozen 17.00

425 Screws-Brass Gross 467.00

426 Seal Cement paint Kg. 95.00

427 Sewer Trap No. 303.00

428 Shahabad 25 to 30 mm thick-Rough Sq.M. 190.00

429 Shahabad 40 to 50 mm thick-Rough Sq.M. 220.00

430 Shahabnad 20 mm thick-Rough Sq.M. 177.00

431 Shahbad 25-30 mm thick-Polished Sq.M. 370.00

432 Shahbad for steps (25 mm) thick-Polished Sq.M. 384.00

433 Shahbad machine cut 25 mm thick-Polished Sq.M. 419.00

434 Shahbad stone 55 x 55 cm wide-Polished Sq.M. 397.00

435 sheets plain 22 guage (1.2 x 1.8 m)-G.I. No. 847.00

229


436 Shoe-PVC No. 124.00

437 Shower (bath) (telephonic type) No. 575.00

438 Shower Rose chromium Plated Brass 10 cm No. 238.00

439 sink 0.6 x 0.2 x 0.45 M-White glazed earthen ware No. 1132.00

440 Sink White glazed 45 x 20 x 30 cm. No. 1288.00

441 Sliding Door Bolt (Tadi) No. 64.00

442 Sliding door bolt 300 mm-Brass oxidised No. 406.00

443 Sliding door bolt-Brass oxidised No. 264.00

444 Sliding Door Bolts Chromium Plated No. 63.00

445 Slotted cowl/vent-75 mm dia -PVC No. 59.00

446 Socket 32 mm dia.-PVC No. 23.00

447 socket 40 mm / rivets 12 mm-G.I. No. 32.00

448 Socket Brass for 32 mm Tap No. 50.00




452 Socket for 100 mm Tap No. 125.00









461 Socket for G.I. Pipe 150 mm Dia. No. 123.00

462 Soil pipe 110 mm dia.-PVC M. 296.00

463 Solid core shutter (commercial 35 mm) thick Sq.M. 1856.00

464 Solid core shutter 35mm with TW veneeer on both side Sq.M. 2786.00

465 Solvent Litre 44.00

466 Solvent Cement Litre 101.00

467 Sprit for wood polishing Litre 102.00

468 Spun Yarn Kg. 137.00

469 square mesh - 16 guage 3 feet wide-G.I. M 291.00

470 Standard butt Hing Brass Oxidised 100 mm No. 102.00

471 Standard strap Hing Iron oxidised 200 mm No. 41.00

472 Steel Primer Litre 128.00

473 Steel Sink - 40 x 30 cm. No. 3716.00

474 Steel Sink - 60 x 45 cm. No. 4552.00

475 Stone Dust Cu.M. 304.00

476 Stone Ware Pipe 100 mm dia. M. 149.00



479 Stop Tap Brass with C Wheel 15 mm No. 210.00

230


480 Stopper For Steel Window No. 55.00

481 Strainer 15 mm No. 41.00



484 Strainer for 10 mm No. 35.00




488 Strong Iron bolts 100 mm dia. Kg. 69.00

489 SWG Pipe half round 100 mm dia. M. 102.00

490 Synthetic Paint (Enamel) Litre 278.00

491 Synthetic Polymer based for 1st coat polysafe E.C. (P.No.567) Litre 723.00

492 Synthetic Polymer based for 2nd coat polysafe E.C. (P.No.567)Litre 878.00

493 Synthetic Polymer based primer polysafe E.C. (P.No.567) Litre 1020.00

494 Tandur (hand cut) 25 mm thick Sq.M. 360.00

495 Tandur 25 mm thick (machine cut) Sq.M. 401.00

496 Tandur 40 mm thick-Polished Sq.M. 510.00

497 Tandur Polish For Steps Sq.M. 446.00

498 Tandur stone 25 mm thick and 55 x 55 cm wide-Polished Sq.M. 592.00

499 Tar Felt Sq.M. 107.00

500 Tar Paper 3 mm Thick Sq.M. 68.00

501 Tarat (gunny cloth) Sq.M. 35.00

502 Thermoplastic paint white Litre 567.00

503 Thermoplastic paint Yellow Litre 552.00

504 Thimble socket 32 mm-Brass Pair 324.00

505 Thinner Litre 108.00

506 Throughstone No. 68.00

507 Tile 20 x 10 cm-White glazed No. 24.00

508 Tiles 15 x 15 cm-White Glazed Dozen 264.00

509 Towel Rod with Clamps 16 mm dia. No. 132.00

510 Tower Bolt 150 mm Iron Oxidised No. 182.00

511 Tower bolt 150 mm-Brass oxidised No. 141.00

512 Tower bolt 250 mm-Brass oxidised No. 316.00

513 Tower Bolt Aluminium 150 mm No. 163.00





518 Tower Bolt Iron Oxidised 200 mm No. 83.00



521 Tower Bolts 200 mm chromium plated No. 119.00

522 Tower bolts 200 mm-Brass oxidised No. 120.00


231



525 Tower bolts 300 mm-Brass oxidised No. 179.00

526 Transferent Corrugated Sheets Fibre Sq.M. 772.00

527 Transparent glass 5 mm thick Sq.M. 572.00

528 Trap grating 15 x 10 cm.-PVC No. 323.00

529 Trap Header (17 x 22 x 60 to 75cm) No. 75.00

530 Trap Header ordinary No. 69.00

531 Trap metal 12 mm/10mm (crushed) Cu.M. 563.00

532 Trap metal 20 mm (crushed) Cu.M. 609.00


534 Trap metal 40 mm (blasted) H.B. Cu.M. 388.00


536 Trap metal 40 mm unblasted (Boulder) Cu.M. 344.00

537 Trap metal 50 mm hand broken Cu.M. 403.00


539 Trap metal 6 mm crushed Cu.M. 458.00





544 Trap Rubble (unblasted for metal) Cu.M. 311.00

545 Trap Rubble 15-23 cm @ Quarry (metal) Cu.M. 370.00

546 Trap Rubble 15-23 cm @ Quarry for (masonary) Cu.M. 296.00

547 Trensferent Corrugated Sheets P.V.C. Sq.M. 500.00

548 Turpentine Litre 73.00

549 Union 25 mm dia-G.I. No. 89.00

550 Urinal Colour glazed full stall type No. 4326.00

551 Urinal -Flat Back No. 856.00

552 Urinal Lipped type No. 682.00

553 Urinal semi stall No. 1007.00

554 Urinal-White Glaged full Stall No. 2564.00

555 Varnish Litre 150.00

556 Venner 4 mm thick Sq.M. 488.00

557 Vent-PVC No. 74.00

558 W.C. pan-Colour glazed European type No. 1485.00

559 W.C. Pan-European type glazed No. 1019.00

560 W.C. pan-W.G.L. European type coupled closet No. 6250.00

561 W.C.580 mm white glazed Ist Class (Orissa) No. 2242.00

562 W.C.Pan (White)-Europian type No. 1366.00

563 W.C.pan 580 mm I Class with Trap (Indian) No. 951.00

564 W.C.pan colour glazed 23" (Indian) No. 933.00

565 W.C.pan colour glazed 23" (Orissa) No. 1905.00

566 wash basin 0.45 x 0.3 x 0.2-White Glazed No. 1135.00

567 Wash basin 63 x 45 cm-Colour glazed No. 1827.00

232


568 wash basin 63 x 45 cm-White Glaged No. 1767.00

569 Wash Basin Colour glazed 45 x 30 cm No. 554.00

570 Wash Basin Colour glazed 56 x 38 cm No. 2341.00

571 Wash Basin White glazed 55 x 40 cm No. 1567.00

572 Wash hand basin 55 x 40 cm.-Colour No. 1536.00

573 Washable Distemper (powder) Kg. 68.00

574 washer 12 to 16 mm-Iron No. 4.40

575 Water Meter 100 mm Non return valve No. 9646.00

576 Water Meter 15 mm (non return valve) No. 1222.00

577 Water Meter 20 mm (Non return valve) No. 1819.00

578 Water Meter 25 mm (Non return valve) No. 2142.00




582 Water Meter Box with Lock 15 mm No. 397.00

583 Water Meter Box with Lock 20 mm No. 467.00

584 Water Meter Box with lock above 25 mm No. 530.00

585 Water proofing Compound Kg. 63.00

586 water tank 1 piece mould PVC Litre 12.00

587 Water tank PVC / fibre 1 piece mould Litre 17.00

588 Wax For Wood Polishing Kg. 249.00

589 Welded Mesh 25 x 25 x 2.54 mm Sq.M. 353.00

590 Welded Mesh 50 x 25 x 5 mm Sq.M. 368.00



593 wheel stop tap 32 mm dia-Brass No. 514.00




597 Wheel stop tap 80 mm dia-Brass No. 714.00

598 Wheel Stop Tap of Brass 15 mm No. 207.00



601 White Cement Tonne 23235.00

602 Wire Glass 6 mm thick Sq.M. 1192.00

603 Wood Primer Litre 154.00

604 Wooden Peg No. 13.00

605 X.P.M. 12 mm x 18 gauge Sq.M. 121.00

PVC Door frames and window frames

606 BLR - 53 - 53 mm x 60 mm Sq.M. 212.00

607 FLRLI - 40 mm x 57 mm Sq.M. 533.00

608 DWUF 405 - 40 mm x 48 mm Rmt 384.00

609 DWUF 412 - 38 mm x 32 mm Rmt 270.00

233


610 DWUF 414 - 40 mm x 48 mm Rmt 409.00

611 DWUF 415 - 50 mm x 60 mm Rmt 61.00

PVC Doors/Windows Shutter Frames

312DWUF - 406 - 40 mm x 63.50mm For Vertical Central

Part 'T' SectorRmt 292.00

613 DWUF - 302 - 24 mm x 59 mm For Frame Styles Rmt 185.00



616 DWUF - 312 - 24 mm x 100 mm (Lock Rail) Rmt 327.00



PVC - Infill Panels

619 SPUF - 101 - 20 mm x 200 mm (Panels) Rft 100.00

620 SPUF - 105 - 12 mm x 150 mm (Panels) Rmt 251.00

PVC - Beeding for Window Shutters

621 GL 06 - 6mm x 19.50 mm - Beeding Rmt 66.00

622 GL 19 - 19.00 mm x 19.50 mm - Beeding Rmt 99.00

623 GL 31- 23 mm x 30 mm - Beeding Kg. 95.00

624 AL 15 - 23 mm x 15 mm - Beeding Rmt 147.00

625 EDFM - Rubber Gasket - Gasket Rmt 82.00

HINCOL EMULSIONHINCOL Emulsion RS1 ( Tack Coat )

626 Bulk Tonne 35849.00

627 HDPE Drums Tonne 41449.00

628 RC Drums Tonne 36843.00

234

MSSIDC LIMITED

DIA NP-2 NP-3 NP-4

2 MTR. LENGTH

80 417.00 -- --

100 437.00 -- --

150 471.00 -- --

200 515.00 -- --

225 539.00 -- --

250 580.00 -- --

300 853.00 -- --

2.5MTR.LENGTH

300 1193.00 1579.00 1947.00

350 1391.00 -- --

400 1513.00 -- --

450 1750.00 3440.00 3494.00

500 2212.00 4117.00 4427.00

600 2737.00 5222.00 5835.00

700 3884.00 6946.00 8064.00

800 4631.00 8988.00 10455.00

900 5566.00 10017.00 12072.00

1000 6419.00 11237.00 15449.00

1100 8528.00 14865.00 --

1200 9280.00 15353.00 19191.00

1400 -- -- --

1600 -- -- --

1800 -- -- --

c) Non-standard

Length Pipes

RATE SCHEDULE

RATE SHEDULE FOR SUPPLY OF PIPE ISI MARK ON THE RATE CONTRACT.

2012-2013

RATES IN RS. PER NO.

RATE PER PIPE F.O.R.Destination basis

inclusive of 13% S.T. plus

Trnover Tax & surcharge on

sales tax for non Govt.

Depaartment

F.O.R.Destination basis




Depaartment

F.O.R.Destination basis




Depaartment

ANNEXTURE 'A'

At the rate of full round pipe of corresponding diameter + 10 % Extra

a) Collers Extra @ 10 % of the accepted rate of full length RCC Pipes of the

corresponding dia of 2.5 mtr. Length and @ 10% of the accepted rate of full

length RCC Pipes of corresponding dia of 2 Mtr. Length.

b) Half Round Pipes At the half price of full round pipe of coresponding diameter + 10% Extra for

NP-2, NP-3 and NP-4 class pipes

d) Non-standard Size

(diameter) pipe with

Collar

Rate to be fixed by inter pollation without any extra cost.

235

1 Square Kilometre Sq.Km.

2 Kilogram Kg.

3 Metric tonne M.T.

4 Number No.

5 Runing metre R.M.

6 Cubic centimeter Cu.Cm.

7 Milimetre mm.

8 Centimeter Cm.

9 Metre M.

10 Kilometre Km.

11 Square Metre Sq.M.

12 Cubic Metre Cu.M.

13 Ministry of Road Transport & Highway MoRT&H

14 Indian Standard IS

15 Indian Road Congress IRC

16 Tools and Plants T&P

17 Galvanised Iron GI

18 Cast Iron CI

19 Reinforced Cement Concrete RCC

20 Plain Cement Concrete PCC

21 Pre-Stressed Concrete PSC

22 Ready Mixed Concrete RMC

23 Ground Level GL

24 Rupees Rs.

25 Diametre Dia

26 Minimum Min

27 Maximum Max

28 Hour Hr

29 That is i.e.

30 For Example e.g.

31 Water Bound Macadam W.B.M.

32 Bituminous Macadam BM

33 Lead in Kilometre L

34 Optimum Moisture content O.M.C.

35 Hot mix, hot laid H.M.H.L.

36 Building Works Bd.

37 Bridge Works Br.

38 Cross Drainage Cd

39 Road Works Rd.

ABBREVIATIONS

236

ABBREVIATIONS

40 Taluka Tal.

41 District Dist.

42 Country Cut Teak Wood C.C.T.W.

43 Centre to Centre c/c

44 Mild Steel M.S.

45 High Yield Strength Deformed Bar H.Y.S.D.

46 Unplasticized Poly Venyl Chloride UPVC

47 Poly Venly Chloride P.V.C.

48 Asbestos Cement A.C.

49 Cement Mortar C.M.

50 Expanded Mesh XPM

51 Boiling Water Proof BWP

52 Boring B'NG

53 Survey Works (Departmental Agency) Survey-D

54 Survey Works (Private Agency) Survey-P

237

Sr. No. Cement required

in bags.

Unit

1) a 20.32 Cu.M.

b 16.43 Cu.M.

c 13.96 Cu.M.

d 10.25 Cu.M.

e 8.69 Cu.M.

f 8.89 Cu.M.

g 5.83 Cu.M.

h 4.49 Cu.M.

i 8.00 Cu.M.

j 6.40 Cu.M.

k 4.40 Cu.M.

l 3.40 Cu.M.

m 2.60 Cu.M.

n 4.40 Cu.M.

o 6.00 Cu.M.

p 7.00 Cu.M.

q 7.50 Cu.M.

r 8.00 Cu.M.

s 8.25 Cu.M.

t 8.50 Cu.M.

u 3.90 Cu.M.

v 3.74 Cu.M.

2) STONE MASONRY WORK :-

(I) a Stone masonry 1st sort in C.M. 1:6 with pointing 1.50 Cu.M.

b Stone masonry 1st sort in C.M. 1:5 without pointing 1.90 Cu.M.

c Stone masonry 1st sort in C.M. 1:4 without pointing 2.40 Cu.M.

d Stone masonry 1st sort in C.M. 1:3 without pointing 2.58 Cu.M.

(II) a Stone masonry II nd sort in C.M. 1:6 without pointing 1.70 Cu.M.

b Stone masonry II nd sort in C.M. 1:5 without pointing 2.10 Cu.M.

c Stone masonry II nd sort in C.M. 1:4 without pointing 2.42 Cu.M.

d Stone masonry II nd sort in C.M. 1:3 without pointing 3.20 Cu.M.

3)

(I) a U.C.R. Masonryin in C.M.1:6 without pointing 1.70 Cu.M.

b U.C.R. Masonryin in C.M.1:5 without pointing 2.05 Cu.M.

c U.C.R. Masonryin in C.M.1:4 without pointing 2.40 Cu.M.

d Laterite stone masonry in C.M.1:6 1.02 Cu.M.

1:8

1:1.5:3

CEMENT CONSUMPTION STATEMENT

Cement required for various type of construction work

Description of Mix

1:1

1:1.5

1:2

1:3

1:4

1:5

1:6

M.400

C.C.M.100 With 15% plum

1:2:4

1:3:6

1:4:8

1:5:10

M.100

M.150

C.C.M.1:3:6 With 15% plum

M.200

M.250

M.300

M.350

238

Sr. No. Cement required

in bags.

UnitDescription of Mix

(II) a B.B. Masonry IInd sort in C.M. 1:5 1.00 Cu.M.

b B.B. Masonry IInd sort in C.M. 1:6 1.58 Cu.M.

c Half brick thick walls in C.M. 1:4 .0.225 Sq.M.

d B.B. Masonry 1st class in C.M. 1:6 without pointing 1.24 Cu.M.

4) POINTING ..

a Store masonry in C.M. 1:3 IInd sort. .0.025 Sq.M.

b B.B. Masonry in C.M. 1:3 iind class 0.03 Sq.M.

5) FLOORING

1 0.57 1 Sq.M.

2 3.65 1 Sq.M.

2a 3.00 1 Sq.M.

3 0.35 1 Sq.M.

4 0.25 1 Sq.M.

6) CEMENT REQUIRED FOR COLLERS JOINTS

a 250 mm. dia. NP-2 class 0.02 R.M.

b 300 mm. dia. NP-2 class .0.025 R.M.

c 450 mm. dia. NP-2 class 0.030 R.M.

d 600 mm. dia. NP-2 class 0.050 R.M.

e 750 mm. dia. NP-2 class 0.070 R.M.

f 900 mm. dia. NP-2 class 0.10 R.M.

g 1000 mm. dia. NP-2 class 0.11 R.M.

h 1200 mm. dia. NP-2 class 0.15 R.M.

7) a Ridge tile in C.M. 1:3 0.30 R.M.

b Stone ware pipes 1 inch dia. 6 inch dia. 0.15 R.M.

c W.C. pan fixing 1.000 No.

d 0.520 Sq.M.

8)

Sr.No. Thickness .1:1 .1:2 .1:3 .1:4 .1:5 .1:6

1 6 mm -- -- 0.07 0.045 -- --

2 12 mm 0.286 0.202 0.140 0.110 0.090 0.0817

3 20 mm 0.425 0.300 0.210 0.180 0.145 0.1207

4 25 mm 0.496 0.341 0.254 0.197 0.180 0.1450

5 25 mm sand faced -- -- -- 0.26 -- --

Providing water poofing type treatment over old or new surface

with applying slurry, providing brick bats and filling with cement

morter 1:1 I.P.S. Over it.

PLASTER THICKNESS PROPORTION CEMENT IN BAGS AS PER 1SQ.M.

Shahabad stone paving over 20mm. murum bedding including

pointing 1:3 finishing pointing

Indian patent stone flooring on 1.5 inch 1:2:4 C.C. hedding

concrete finishing 50mm. thick

Indian patent stone flooring on 1.5 inch 1:2:4 C.C. hedding

concrete finishing 40mm. thick

Cement tiles flooring in C.M. 1:4 bedding and slury.

Cement tiles dado in C.M. 1:4 including backing coat 12 mm.

thick.

239

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