Raigad 1415

GOVERNMENT OF MAHARASHTRA

PUBLIC WORKS DEPARTMENT

MUMBAI ( P. W. ) REGION, MUMBAI

DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES DISTRICT SCHEDULE OF RATES

2014 - 20152014 - 20152014 - 20152014 - 2015

FOR RAIGAD DISTRICTFOR RAIGAD DISTRICTFOR RAIGAD DISTRICTFOR RAIGAD DISTRICT

SUPERINTENDING ENGINEER SUPERINTENDING ENGINEER SUPERINTENDING ENGINEER SUPERINTENDING ENGINEER

RAIGAD PUBLIC WORKS CIRCLE,RAIGAD PUBLIC WORKS CIRCLE,RAIGAD PUBLIC WORKS CIRCLE,RAIGAD PUBLIC WORKS CIRCLE,

KONKAN BHAVAN, NAVI MUMBAI.KONKAN BHAVAN, NAVI MUMBAI.KONKAN BHAVAN, NAVI MUMBAI.KONKAN BHAVAN, NAVI MUMBAI.

Price Rs.800/-

All rights reserved, No Part of this publication mayAll 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

1111 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 86

2.19 Bd - U Iron Works 87 87

2.20 Bd - V Water Supply & Sanitary Fittings 88 1062.21

Bd - W Miscellaneous 107 118

CLASSIFICATION OF ITEMS

BUILDING WORKS BUILDING WORKS BUILDING WORKS BUILDING WORKS

SCHEDULE OF RATES

PAGE NO.

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES

INDEX

SR. NO.

FROM TOCLASSIFICATION OF ITEMS

PAGE NO.SR. NO.

3.1 Rd - Road Earth Work 119 122

3.2 Rd - Road W.B.M. Surfacing 123 127

3.3 Rd - Road Asphalt Surfacing 127 133

3.4 Rd - Road Painting 134 135

3.5 Rd - Road Furniture 135 139

3.6 Rd - Road Miscellaneus Work 139 142

4.1 Br - Bridge Foundation 143 155

4.2 Br - Bridge Sub-Structure 156 161

4.3 Br - Bridge Super-Structure 161 170

5 171 174

6 175 177

7.1 Departmental Agencies 178 183

7.2 Private Agencies 185 190

8 191 192

9 RATES WITH MORT&H SPECIFICATION 193 215

10 216 220

11 221 221

12 222 236

13 237 237

14 238 239

15 240 241

16 Vigilance DSR Rates 242 247

17 Frequency chart of vigilance & Quality control 248 252

BRIDGE WORK BRIDGE WORK BRIDGE WORK BRIDGE WORK

3

4

Material consumption

Labour Rates

CD WORK CD WORK CD WORK CD WORK

BORING BORING BORING BORING

SURVEY WORK

Rates For Transportation

VIDEOGRAPHY

Material Rates

Annexure A (Pipe) Abbreviations

ROAD WORK ROAD WORK ROAD WORK 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.50,800/- Per M.T.iv) Rs. Rs.57,220/- Per M.T.v) Rs. Rs.58,400/- Per M.T.

Vi) Rs. Rs.55,800/- Per M.T.vii) Rs. Rs.54,450/- Per M.T.

RAIGAD PUBLIC WORKS CIRCLE, KONKAN BHAVAN

GENERAL NOTES

0.01 Schedule of Rates prepared for the year 2014-2015 operative from 1/07/2014 i and applicable for Raigad District.

x) Bitumen VG-10,Packed - 80/100 Rs.

SCHEDULE OF RATES IS BASED ON THE FOLLOWING BASIC RATES OF MATERIALS-

RATE FOR FOLLOWING MATERIALS ARE AT EX. PWD STORE.

Bitumen VG-10,Bulk - 80/100

Prestressed steel 12.7 mm.

Bitumen VG-30,Bulk - 60/70

0.02

Rs.56,857/- Per M.T.

Corporation Areas

For the rates in Jail premises and Corporation areas an increase of percentage over the normalschedule of rate prescribed for the year 2014-2015 is allowed as follows :-

Jail Premises

The above percentage should be applied on the cost of items after deducting the cost ofmaterials as stated below.

Tribal Area in Raigad Dist.

T.M.T. bars

Note-1 The increase in rates as above should be applicable only one at a time e.g. If Jail andMental Hospital premises falls in Corporation area, an increase of only 15% is to beconsidered and not 20% (i.e. 5% + 15%).

Structural Steel

Rs.

a) The rates of Bulk bitumen, CRMB & PMB for the items of bitumenious works are based on therates prevailing from H.P.C.L. These rates are inclusive of all taxes. Subsequentincrease/decrease, if any, in these rates shall be accounted for in the Rate analysis of items, whileframing estimates.

ix)

Prestressed steel 15.2 mm.

Rs.54,413/- Per M.T.

Cement

Crumb Rubber Modified BitumenCRMB - 55

viii)

Rs.57,940/- Per M.T.

RATES FOR BITUMEN .

Bitumen VG-30,Packed - 60/70 Rs.

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 forlead beyond 5 Km. shall be added while framing the estimate.

b) While preparing the estimates, the above rates may be treated as basic rates and if any changeis noted, all calculations should be done accordingly.

0.04 Basic Rates of Rubble, Khandkies, Metal, Murum, Sand, Aggregates, Bricks, Earth forembankment filling, considered in this schedule are exclusive of Royalty charges, however Royaltycharges are included in completed items as per x xh G. x M G.MJx10/2009/|.G.309/J j,

0.20

0.21

0.22 a)b)c)

1.20%0.45%0.45%2.10%

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

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

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

0.13 The rates of machinery hire charges shall be as per the machinery use rates of W.R. Departmentissued by the Chief Engineer (Mech), Nasik.

0.14

The rates for items required for water supply and sanitary works, which are not included in thisD.S.R. the C.S.R. of Maharashtra Jeevan Pradhikaran in the district is to be adopted.

0.12

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

0.15 While calculating part rate or reduced rate etc., necessary overhead charges, sundries etc. shouldbe proportionately considered as per rate abstract.

0.19

0.17 This schedule of rates is applicable to all building works , road works, bridges, culverts and or anycivil 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 areawhere shifting of materials by head load is necessary.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 theestimate, on BHP basis with prior permission of S.E.

BUILDING WORKS :-BUILDING WORKS :-BUILDING WORKS :-BUILDING WORKS :-

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

The D.S.R. rates of items are applicable for ground floor and first floor work. For everyaddtional floor, percentage increase in rates shall be 1% per floor .

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

Upto Third 0.75%

d) For preparation of building estimate with ground plus upper floors, the quantity of items shouldbe consolidated for the work to be carried out and avarage rate of each item should be worked outfor all floors including ground plus upper floor as shown in the table below.

Floor percentage by which rate is to be increasedGround & First Nil

Upto Fourth 1.20%

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

Upto Second 0.35%

Upto 4th floorfor 5th floor

Add 0.45% for further each additional floor

for 6th floor

Percentage by whichrates to be increasedfor upto sixth floor

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

3

0.23

a) :- Initial lead 50 meters.

b) :- Initial lead 50 meters.

b)

ii) Lift above 3.00 mtr. upto 4.50 mtr. Rs. 20.00 /cum.

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

Supplying soft/Hard murum & earth forembankment

0.24 For E.G.S. works like earthwork in embankment, Items following the specifications mentioned inRd-13 Page No.194 shall invariably be used while framing the estimate.

f) For Rates of excavation items as per standard specification of Bd-A charges for additionallift above 1.50 m. shall be added as below.

For framing the various rates in D.S.R. following leads are considered unless otherwisespecifically mentioned in the items -

iii) Lift above 4.50 mtr. upto 6.00 mtr. Rs. 25.00 /cum.ROAD WORK, BRIDGES AND C.D. WORKS :-ROAD WORK, BRIDGES AND C.D. WORKS :-ROAD WORK, BRIDGES AND C.D. WORKS :-ROAD WORK, BRIDGES AND C.D. WORKS :-

i) Lift above 1.50 mtr. upto 3.00 mtr. Rs. 13.00 /cum.

0.25 a) The D.S.R. rates for bridge items are for works in normal conditions of site. Whereverbridges are to be constructed in special site conditions such as bridge on creek havingtidal effects/in standing water of perennial river, the detailed rate analysis shall beprepared and the same shall be got approved from the concerned SuperintendingEngineer.

For items of supplying stone metal, Rubble(15cm. to 23cm.)

d)

c) For Bituminious construction works no lead for asphalt and 5.00 km. initial lead formetal/aggregates is considered. For all items of cement concrete, plain or reinforced cement concrete, stone masonary theinitial lead for metal, sand, stone, cement & steel is considered as 5.00 km.

The rates of supplying R.C.C. pipes at site of work shall be adopted as per MSSIDC ratecontract, plus 10% overhead charges while Framing the of estimates.

iii) Lift above 4.50 mtr. upto 6.00 mtr. Rs. 25.00 / cum

e) For working out items of additional leads more than 5.00 km., the estimate shluld beprepared for actual leads by deducting initial lead charges of 5.00 km. for all completeditems.

ii) Lift above 3.00 mtr. upto 4.50 mtr.

c)

Rs. 20.00 / cum

i) Lift above 1.50 mtr. upto 3.00mtr.

Rs. 13.00 / cum

Rates for excavation for Bridges/C.D. Works/Sakav are considered for initial lift of 1.50mtr., and charges for additional lift above 1.50 mtr. shall be added as below.

4

0.26

0.27

c)

sd/- Executive Engineer

Alibag P.W. Division, Alibag Dist- Raigad

b)

The grade of reinforced cement concrete should be as per Govt. Circular No. RMR-1094/184/R-1Dated 12-6-1996 and recent govt. guidelines and IRC codal provisions for Bridges. In case ofbuildings IS-456-2000 should be followed.Appropriate grade of concrete is specified for differentexposure. Condition Mix design shall be done as per requirement of IS 456-2000 for Building,&IRC-21-2000,for Bridges .

sd/- Superintending Engineer

Raigad P.W. Circle, Konkan Bhavan, Navi Mumbai.

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


Road Development Division No,3, Panvel Dist- Raigad


Mahad R.P. Division,Mahad Dist- Raigad


Mahad P.W. Division,Mahad Dist- Raigad

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 :TRANSPORTATION CHARGES :TRANSPORTATION CHARGES :TRANSPORTATION CHARGES :

a)

CONCRETE ITEMSCONCRETE ITEMSCONCRETE ITEMSCONCRETE ITEMS

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.

5

Completed Labour

1

Lift upto 1.50 metres.Bd. A-1 a) Cu. M. 150.00 140.00

Bd. A-2 b) hard murum Cu. M. 173.00 164.00Bd. A-3 c) hard murum with boulders Cu. M. 197.00 184.00

2

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

earth, soils of all types, sand gravel and soft murum

Excavation for foundation in___ includingremoving the excavated materials upto a distanceof 50 metres beyond the building area and lift asspecified, stacking and spreading, necessarydewatering unless provided elsewhere, preparingthe bed for the foundation and required backfilling,ramming, watering, shoring and strutting etc.complete. as directed.

BD - A : EXCAVATIONBD - A : EXCAVATIONBD - A : EXCAVATIONBD - A : EXCAVATIONItem No.& Item code

Description of Items / Specification No. Unit

Rate for 14-15 (in Rs.)

Excavation for foundation in ____ / old cement /2

Bd. A-4 a) Soft rock Cu. M. 350.00 318.00Bd. A-5 b) Cu. M. 571.00 520.00Bd. A-6 c) Cu. M. 837.00 757.00Bd. A-7 d) Cu. M.

-- --

3

Bd. A-10 Cu. M. 64.00 59.00

Lift upto 1.50 metres.

Excavation for foundation in ____ / old cement /lime masonry foundation including removingthe excavated materials upto a distance of 50metres beyond the building area and lift asspecified, stacking, necessary dewatering unlessprovided elsewhere, preparing the bed for thefoundation and required backfilling with availableearth / 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 Page No. 260

hard rock by blasting

hard rock by chiseling wedging

laterite rock soft or hard

Filling in plinth and floors with approved excavatedmaterials in 15cm to 20cm layers includingwatering and compaction etc. complete.Spec. No.: Bd-A 10 Page No. 262

7

Completed LabourItem No.& Item code



4

Bd. A-11 Cu. M. 288.00 59.00

5

Bd. A-12 Cu. M. 867.00 162.00

6

Bd. A-12 Cu. M. 708.00 167.00

7

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

Providing and filling in the foundation with sand ofapproved quality including watering, compactionetc. complete.

Filling in plinth and floors with contractor's murumin 15 cm to 20 cm layers including watering,compaction etc. complete.Spec. No.: Bd-A 11 Page No. 263

Providing soling using 80mm size trap metal inlayers of 15 cm each including filling voids withsand, ramming, watering etc. complete.Spec. No.: Bd-A 12 Page No. 264

Providing dry trap/rubble stone soling 15 cm to 20cm thick including hand packing and compactingetc. complete.

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

8

Bd. A-9 Hour

a) By using 3 H.P. pumps 75.00 54.00b) 92.00 54.00c) 110.00 54.00

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

Dewatering the excavated trenches and pools ofwater in the building area by using pumps andother devices, including disposing of the water to asafe distance as directed.Spec. No.:Bd-A 9 Page No. 261

By using 5 to 9 H.P. PumpsBy using 10 to 19 H.P. Pumps

8

Completed Labour

1

Bd. B- 4

i) R. M. 1018.00 291.00ii) R. M. 1043.00 301.00iii) R. M. 1219.00 321.00iv) R. M. 1302.00 344.00v) R. M. 1484.00 357.00

325 mm diameter

BD - B : PILE FOUNDATIONBD - B : PILE FOUNDATIONBD - B : PILE FOUNDATIONBD - B : PILE FOUNDATIONItem No.& Item code



Providing M-25 R.C.C. cast in situ bored piles of--------- using minimum cement quantity at the rate of300 Kg. per cum, each of load-capacity as perdesign and of specified diameter or as directed,placed through steel shell sunk to the requireddepth through all strata except rock, excludingprovision of reinforcement, including placingconcrete by tremie arrangement, compaction ofconcrete and withdrawal of steel shell etc. completeincluding chipping, dressing of R.C.C. piles cleaningthe reinforcement etc. complete.Spec. No.:Bd-B -4 Page No. 270

350 mm diameter400 mm diameter

450 mm diameter

475 mm diameterv) 1484.00 357.00vi) R. M. 1586.00 372.00vii) R. M. 1696.00 384.00viii) R. M. 1792.00 400.00ix) R. M. 2001.00 433.00x) R. M. 2204.00 447.00xi) R. M. 2240.00 465.00xii) R. M. 2733.00 542.00xiii) R. M. 3364.00 586.00xiv) R. M. 3516.00 608.00xv) R. M. 4477.00 641.00xvi) R. M. 4882.00 758.00xvii) R. M. 5387.00 785.00xviii) R. M. 5860.00 841.00

525 mm diameter

550 mm diameter

975 mm diameter

500 mm diameter

1000 mm diameter

825 mm diameter

600 mm diameter

625 mm diameter

650 mm diameter

900 mm diameter

750 mm diameter

800 mm diameter

1050 mm diameter

9




2

Bd. B- 4

i) R. M. 1036.00 291.00ii) R. M. 1099.00 301.00iii) R. M. 1263.00 321.00iv) R. M. 1537.00 344.00v) R. M. 1562.00 357.00vi) R. M. 1634.00 372.00vii) R. M. 1780.00 384.00

400 mm diameter

525 mm diameter

450 mm diameter

Providing M-30 R.C.C. cast in situ bored piles of--------- each of load-capacity as per design and ofspecified diameter or as directed, placed throughsteel shell sunk to the required depth through allstrata except rock, excluding provision ofreinforcement, including placing concrete by tremiearrangement, compaction of concrete andwithdrawal of steel shell including chippings,dressing of R.C.C. piles cleaning the reinforcementetc. complete.Spec. No.:B-dB -4 Page No. 270



vii) R. M. 1780.00 384.00viii) R. M. 1911.00 400.00ix) R. M. 2133.00 433.00x) R. M. 2378.00 447.00xi) R. M. 2509.00 465.00xii) R. M. 3037.00 542.00xiii) R. M. 3597.00 586.00xiv) R. M. 3780.00 629.00xv) R. M. 4603.00 679.00xvi) R. M. 5452.00 758.00xvii) R. M. 5743.00 785.00xviii) R. M. 6599.00 841.00

3

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

600 mm diameter


625 mm diameter650 mm diameter750 mm diameter800 mm diameter825 mm diameter

Providing & Placing cement concrete M-25 forR.C.C. cast in situ bored piles using termiearrangement including compaction, curing etc.complete.

900 mm diameter975 mm diameter1000 mm diameter1050 mm diameter

Bd- B-4 Page No. 270

Deleted

10




4

Spec. No. 131.00 120.00

5

Spec.

a) R. M. 64.00 9.00b) R. M. 86.00 9.00

6 Number 37501.00 7500.00Carrying out load test for 1.5 times the proposedsafe working load on the pile in driven position upto400 mm diameter including construction of test cap,use of accessories and instruments includingproviding graphs as per I.S. code or Std.Specifications and dismantling the cap etc. candcleaning the site complete.

above 650 mm. Diameter

Chipping and dressing of the R.C.C. piles upto0.60m. including cleaning reinforcement andremoval of dismantled materials for providing pilecaps etc. complete.

As directed by Engineer-In-Charge.

Providing bentonite slurry process for ---------diameter of piles etc. complete.

As directed by Engineer-In-Charge.upto 650 mm. Diameter

7 Number 45299.00 9060.00

8 Number 54858.00 10968.00

9 Number 64862.00 12972.00

Carrying out load test for 1.5 times the proposedsafe working load on the pile in driven positionabove 400 mm to 550 mm diameter includingconstruction of test cap, use of accessories andinstruments including providing graphs as per I.S.code or Std. Specifications and dismantling the capetc. cand cleaning the site complete.



11




10 Number 80149.00 16029.00

11 Number 90153.00 18030.00

12 Number 1111033.00 22207.00


Carrying out load test for 1.5 times the proposedsafe working load on the pile in driven positionabove 900 mm diameter including construction oftest cap, use of accessories and instruments


test cap, use of accessories and instrumentsincluding providing graphs as per I.S. code or Std.Specifications and dismantling the cap etc. candcleaning the site complete.

12

Completed Labour

1

Bd. C- 2 M.T. 66616.00 6050.00

2

BD - C : STRUCTURAL STEEL WORKBD - C : STRUCTURAL STEEL WORKBD - C : STRUCTURAL STEEL WORKBD - C : STRUCTURAL STEEL WORK

Item No.& Item code



Providing and fabricating structural steel work inrolled sections like joist, channels, angles, tees etc.as per detailed design and drawings or as directed byEngineer-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 anticorrosivepaint and over it two coats of oil painting of approvedquality and shade etc. complete.

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

Providing and fabricating structural steel work inrolled sections fixed with connecting plates or anglecleats in main and cross beams, hip and jack rafters,purlins connecting to truss members and the like, asper detailed design and drawings or as directed byEngineer-In-Charge. including cutting, fabricating,

Bd. C- 3 M.T. 65999.00 4140.00

3

Bd. C- 6 M.T. 64556.00 4519.00

Engineer-In-Charge. including cutting, fabricating,hoisting, erecting, fixing in position, making riveted /bolted / welded connections and one coat ofanticorrosive paint followed by two coats of oilpainting of approved quality and shade etc. complete.

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

Providing structural steel work in single stanchionscomposed of R.S.J. channel etc. with caps bases,mild steel plates, angle brackets, cleats, gussetplates, anchor bolts etc. as per detailed design anddrawings or as directed, including cutting fabrication,hoisting, erecting & fixing in position, makingriveted/bolted/ welded connection and one coat ofanticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

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

13




4

Bd. C- 8 M.T. 78200.00 10535.00

5

Spec. CM 5.00 1.10

6

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

Providing Gas or Electrical Welding as per IS std. forstructural steel sections, plates as per detaileddrawing for less than 10 mm thick section etc.complete.


Providing and fixing 50 millimeter diameter heavy

Providing structural steel work in trusses, othersimilar trussed purlins and members with all bracing,gusset plates etc. as per detailed design anddrawings or as directed by Engineer-In-Charge.,including cutting, fabricating, hoisting, erecting fixingin position, making riveted/bolted/welded connectionand one coat of anticorrosive paint and over it twocoats of oil painting of approved quality and shadeetc. complete.

6

Spec. Sq.M.. 3306.00 1018.007

Spec. Sq.M.. 5704.00 1074.00As directed by Engineer-In-Charge.

As directed by Engineer-In-Charge.Providing and fixing stainless steel of S.S. 316quality for railing with steel hand rail pipe of 50.80mm dia of 18 gauge thickness witth steel pipe of50.80 mm dia for vertical post @ 1.20 metre centre to centre with bottom 75 mm dia plates fixed on flooringwith proper anchoring and middle horizontal steelpipe rails of 15.87 mm dia of 18 gauge thickness @150 mm centre to centre between top rail andflooring and fixing the pipe to vertical post by steeladoptors including finishing, grinding, gloossy polishfabrication and fixing as per approved drawing andover all weight of steel railing shall not be less than7.5 kg per square meter etc. complete.

Providing and fixing 50 millimeter diameter heavytype galvanized iron pipe (IS Std.) gate of approveddrawing with all fixtures and fitting in two leaves withstrong hold fast embedded in cement concrete blockat top and bottom with locking arrangement includingcutting, bending, main holes and with one coat ofprimer etc. complete.

14

Completed Labour

1

Bd. E -1

a) 1:5:10 Cu. M. 3072.00 530.00b) 1:4:8 Cu. M. 3777.00 530.00c) 1:3:6 Cu. M. 4136.00 530.00d) Cu. M. 4759.00 530.00e) Cu. M. 5136.00 530.00

2

Bd. E -2

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

M-15

Providing and laying in situ cement concrete inproportion ______ of trap metal for foundation andbedding, including bailing out water manually,formwork, compacting and curing etc. complete.

BD - E : PLAIN CEMENT CONCRETEBD - E : PLAIN CEMENT CONCRETEBD - E : PLAIN CEMENT CONCRETEBD - E : PLAIN CEMENT CONCRETE

Item No.& Item code



M-20

Providing and casting in situ cement concrete ___ oftrap metal for steps, including formwork, compacting,roughening the exposed faces if special finish is tobe provided and curing etc. complete.

Spec. No.:Bd-E -2 Page No. 288Bd. E -2a) Cu. M. 4699.00 530.00b) Cu. M. 5123.00 530.00

3

Bd. E -3

a) Cu. M. 5057.00 612.00b) Cu. M. 5844.00 612.00

4

Bd. E -4

a) Cu. M. 5195.00 557.00b) Cu. M. 5223.00 642.00

M-20

Providing and casting in situ cement concrete ____of trap metal for bed block, foundation blocks andsuch other items, including bailing out watermanually, formwork, compacting, roughening theexposed faces if specials finish is to be provided andcuring etc. complete.

M-15

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

Spec. No.:Bd-E -2 Page No. 288M-15 M-20

Providing and casting in situ cement concrete ____of trap metal for coping to plinth or parapet, mouldedor chamfered as per drawings or As directed byEngineer-In-Charge., roughening the exposed facesif special finish is to be provided and curing etc.complete.

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

M-15 M-20

15




5

Bd. E -5

a) Cu. M. 4738.00 530.00b) Cu. M. 5014.00 530.00M-20

Providing and casting in situ cement concrete ____of trap metal for plain or moulded sills, cornicejambs, block in course or architraves of required sizeand shape, including centering, formworkcompacting, roughening the exposed faces if specialfinish is to be provided and curing etc. complete.

Spec. No.:Bd-E -5 Page No. 290

M-15

16

Completed Labour

1

Bd. F -1

a) M-20 Cu. M. 4837.00 720.00b) M-25 Cu. M. 4946.00 758.00c) M-30 Cu. M. 5057.00 758.00

2

Spec. No.:Bd-F -1 Page No. 297

Providing and casting in situ cement concrete ____of trap metal for R.C.C.. work like raft, grillage, strip,foundations and footing of R.C.C. Columns and steelstanchions, including bailing out water manually,centering, formwork, compacting, finishing and

BD - F : REINFORCED CEMENT CONCRETEBD - F : REINFORCED CEMENT CONCRETEBD - F : REINFORCED CEMENT CONCRETEBD - F : REINFORCED CEMENT CONCRETE

Item No.& Item code



Providing and casting in situ cement concrete _____of trap metal for R.C.C. pile caps as per detaileddesigns and drawings, including bailing out watermanually, centering, formwork, compacting, finishingand curing etc. complete. (Excluding steelreinforcement)

Bd. F -3


3

Bd. F -4


centering, formwork, compacting, finishing andcuring etc. complete. (Excluding steel reinforcement)


Providing and casting in situ cement concrete ____of trap metal for R.C.C. columns as per detaileddesigns and drawings or As directed by Engineer-In-Charge., including centering, formwork, compacting,roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steelreinforcement)Spec. No.:Bd-F -4 Page No. 298

17




4

Bd. F -6


5

Providing and casting in situ cement concrete ____of trap metal for R.C.C. Beams and Lintels as perdetailed drawings and designs or as directed byEngineer-In-Charge., including centering formwork,compacting, roughening the surface if special finishis to be provided and curing etc. complete.(Excluding steel reinforcement.)


Providing and casting in situ cement concrete _____of trap metal for R.C.C. Slabs and landings of allthickness as per detailed drawings and designs,including centering, formwork, compacting,roughening the surface if special finish is to be

Bd. F -8


6

Bd. F -9


Providing and casting in situ cement concrete _____of trap metal for R.C.C. chhajja as per detaileddesigns and drawings, including centering,formwork, compacting, roughening the surface ifspecial finish is to be provided and curing etc.complete. (Excluding steel reinforcement)


roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steelreinforcement)Spec. No.:BdF -8 Page No. 302

18




7

Bd. F -10


8

Providing and casting in situ cement concrete ___ oftrap metal for R.C.C. canopy as per detailed designsand drawings, including centering, formwork,compacting roughening the surface if special finish isto be provided and curing etc. complete. (Excludingsteel reinforcement).Spec. No.:Bd-F -10 Page No. 304

Providing and casting in situ cement concrete ____of trap metal for R.C.C. waist slabs, steps andparapet as per detailed drawings for staircases,including centering, formwork, compacting,roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steel

Bd. F -13


9

Bd. F -11


provided and curing etc. complete. (Excluding steelreinforcement)Spec. No.:Bd-F -13 Page No. 305

Providing and casting in situ cement concrete ____of trap metal for R.C.C. pardi 75mm thick, includingcentering formwork, compacting, roughening thesurface if special finish is to be provided and curingetc. complete. (Excluding steel reinforcement)


19




10

Bd. F -16


11


Providing and casting in situ cement concrete ___ oftrap metal for R.C.C. fins 65 mm thick in position asshown in drawings or as directed by Engineer-In-Charge, including centering formwork, compacting,roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding steelreinforcement)

Providing and fixing in position steel barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams, columns,canopies, staircases, newels, chajjas, lintels,pardies, coping, fins, arches, etc. as per detailed

Bd. F -17M.T. 62700.00 4413.00M.T. 63000.00 4413.00M.T. 64800.00 4413.00

12

Bd. F -20 Sq.M. 684.00 58.00

13

Spec. Cu. M. 54.00 10.00


a) Mild Steel b) HYSD Fe - 415

Providing and placing PVC cover block of requiredsize at the rate of 27 Nos. per 10 Square Metre toreinforcement to give a clear cover as per I.S.456-2000 in R.C.C. slabs. (Unit of this item is for volumeof concrete )

pardies, coping, fins, arches, etc. as per detaileddesigns, drawings and schedules, including cutting,bending, hooking the bars, binding with wires or tackwelding and supporting as required etc. complete.



c) TMT - 500

Providing and fixing in position after hoisting, precast1:2 cement mortar reinforcment jali 50 mm.thick, of approved design, cement mortar 1:3 andcuring complete (including mild steel barreinforcement).

20




14

Spec. Cu. M. 105.00 10.00

15

Spec. Cu. M. 95.00 16.00As directed by Engineer-In-Charge.

Providing and placing in position PVC cover blocksof required size at 90cm centre to centre to eachmain bottom bars and to stirrups at sides to giverequired clear cover from all sides as per I.S.456-2000 in R.C.C. beams etc. complete. (Unit of thisitem is for volume of concrete)


Providing and placing PVC cover blocks of requiredsize at 1.50 metres centre to centre near the edge ofeach side and at cente when the width is more than75 cm to reinforcement to give a clean cover of 40mm to 65 mm from all sides as per I.S.456-2000 inR.C.C. columns etc. complete. (Unit of this item isfor volume of concrete )

21

Completed Labour

1

Bd. G -1 Cu. M. 4347.00 791.00

2

Bd. G -5 Cu. M. 4589.00 961.00

3 Providing Second Class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:4

BD - G : BRICK MASONRYBD - G : BRICK MASONRYBD - G : BRICK MASONRYBD - G : BRICK MASONRY

Item No.& Item code



Spec. No.:Bd-G -1 Page No. 313

Providing Second class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:6in foundations and plinth of inner walls & externalwalls, including bailing out water manually, strikingjoints on unexposed faces, racking out joints onexposed faces and watering etc. complete.

Providing Second Class Burnt Brick masonry withconventional/I.S. type bricks in cement mortar 1:6 insuperstructure, including striking joints, racking outjoints, watering and scaffolding etc. complete.Spec. No.:Bd-G -5 Page No. 315

Bd. G -7 Sq. M. 541.00 94.00

4

Bd. G -10Cu. M. 4409.00 1068.00Cu. M. 5232.00 1388.00

conventional / I.S. type bricks in cement mortar 1:4in half brick thick wall including mild steel longitudinalreinforcement of 2 bars of 6mm diameter / 2 hoopiron strips 25mm x 1.6 mm painted with anticorrosivepaint at every third course properly bent and bondedat ends, scaffolding, racking out joints and wateringetc. complete.

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

b) Curved,a) Rectangular or square,

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

Providing Second class Burnt Brick masonry withconventional/I.S.. type bricks in cement mortar 1:4including scaffolding, raking out joints and wateringand pillars of shapes as shown in the drawings etc.complete.

22




5

Bd. G 1 - Spec. Cu. M. 4252.00 714.00

6

Bd. G5 - Cu. M. 4585.00 844.00

7 Providing Second class Burnt Brick masonry incement mortar 1:4 using flyash bricks in half brickthick wall including mild steel longitudinalreinforcement of 2 bars of 6mm diameter /2 hoopiron strips 25mm x 1.6mm at every third course,

Bd-G5 page 315

Providing Second class Burnt Brick masonry incement mortar 1:6 using flyash bricks in foundationsand plinth of inner walls & external walls, includingbailing out water manually, striking joints onunexposed faces, racking out joints on exposedfaces and watering complete.

Bd-.G1 page 313

Providing Second class Burnt Brick masonry incement mortar 1:6 using flyash bricks insuperstructure including striking joints racking outjoints watering and scaffolding complete.

Bd. G7 - Spec. Sq. M 614.00 98.00

8

Bd. G10 - Spec.

Cu. M. 4521.00 1023.00Cu. M. 5338.00 1331.00

a) Rectangular or square,b) Curved,

iron strips 25mm x 1.6mm at every third course,properly bent and bounded at ends scaffoldingracking out joints and watering complete.

Bd.G7 page 316

Providing Second class Burnt Brick masonry incement mortar 1:4 using flyash bricks includingscaffolding raking joints and watering in pillar of --------------- as shown in the drawing.

Bd.G10 page 318

23

Completed Labour

1

Bd. H. -1 Cu. M. 2937.00 872.00

2

Bd. H. -4 Cu. M. 3169.00 990.00

3

Providing uncoarsed rubble masonry of trap stonesin cement mortar 1:6 in foundation and plinth of innerwall, including bailing out water manually, strikingjoints on unexposed faces and watering etc.complete.Spec. No.:Bd-H. -1 Page No. 329

Providing uncoarsed rubble masonry of trap stonesin cement mortar 1:6 in superstructure, includingracking out joints when plastering is to be done /striking out joints, watering and scaffolding etc.complete.

BD - H : STONE MASONRYBD - H : STONE MASONRYBD - H : STONE MASONRYBD - H : STONE MASONRY

Item No.& Item code



Spec. No.:Bd-H. -4 Page No. 331

Providing coursed rubble 2nd sort masonry using allstones of full height in each course of trap stones incement mortar 1:6 in external walls of plinth,

Bd. H. -11 Cu. M. 5290.00 1282.00

4

Bd. H. -12 Cu. M. 5716.00 1319.00

5

Bd. H. -14 Cu. M. 4959.00 1532.00

6

Bd. H. -40 Cu. M. 4956.00 1553.00

Providing coursed rubble 2nd sort masonry using allstones of full height in each course of trap stones incement mortar 1:6 in superstructure, includingracking out joints when plastering is to be done /striking out joints, watering and scaffolding etc.complete.

Providing coursed rubble masonry 1st sort of trapstones in cement mortar 1:6 in super structureincluding raking out joints on the inside whenplastering is to be done scaffolding etc. complete.

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

Providing coursed rubble masonry 1st sort for pillarof trap stones in cement mortar 1:6 includingpointing with cement mortar 1:3 scaffolding andwatering etc. complete.Spec. No.:Bd-H. -40 Page No. 345

cement mortar 1:6 in external walls of plinth,including striking joints, raking out joints, wateringetc. complete.



24




7

Bd. H. -6 Cu. M. 2815.00 1267.00Spec. No.:Bd-H. -6 Page No. 332

Providing random rubble masonry 2nd sort of trapstones in cement mortar 1:6 in superstructure, rakingout joints when no pointing or plastering is to bedone on the inside, watering and scaffolding etc.complete.

25

Completed Labour

1

Bd. I. -1 Sq. M. 470.00 146.00

2

Bd. I. -1 Sq. M. 950.00 210.00

3

Providing and laying I.S. standard cement concretehollow block 100 x 200 x 400 mm in cement mortar1:6 for superstructure including raking out joints,when plastering is to be done/striking joints when noplastering is to be done, curing and scaffolding etc.complete.

BD - I : BLOCK MASONRYBD - I : BLOCK MASONRYBD - I : BLOCK MASONRYBD - I : BLOCK MASONRY

Item No.& Item code



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

Providing and laying I.S.. standard cement concretehollow block 200 x 200 x 400 mm in cement mortar1:6 for superstructure including raking out joints,when plastering is to be done/striking joints when noplastering is to be done curing and scaffolding etc.complete.Spec. No.:BdI. -1 Page No.349

Providing and constructing 1:5:8 cement concrete3

Bd. I. -1 Sq. M. 1123.00 197.00

4

Bd. I. -1 Sq. M. 614.00 56.00Spec. No.:Bd-I. -1 Page No.349

Providing and constructing 1:5:8 cement concretesolid block 300 x 200 x 150 mm in cement mortar1:6 for external block masonry, raking out joints,when plastering is to be done/striking joints when noplastering is to be done, curing and scaffolding etc.complete. Spec. No.:Bd-I. -1 Page No.349

Providing and constructing 100 mm thick Siporexblock partition in cement mortar 1:4 having mortarjoint 6 mm thick including scaffolding curing etc.complete.

26

Completed Labour

1

Bd. J. -2 Sq. M. 294.00 41.002

Bd. J. -2 Sq. M. 527.00 9.00

3

Bd. J. -3 Sq. M. 132.00 17.004

Providing and laying damp-proof course 50mm thickM-20 cement concrete layer and bitumen usingcement with approved water proofing compound atthe rate of 1 kg per 50 kg of cement etc. complete.

BD - J : WATER PROOFINGBD - J : WATER PROOFINGBD - J : WATER PROOFINGBD - J : WATER PROOFING

Item No.& Item code



Spec. No.:BdJ. -2 Page No.355Providing and laying damp proof course 50mm thickof Shahabad Stone and bitumen etc. complete.

Spec. No.:BdJ. -3 Page No.356Finishing the terrace slab integrally mixed with waterproofing compound in cement mortar 1:3 proportionwith 20 mm thick layer, including curing, finishing

Spec. No.:BdJ. -2 Page No.355

Providing and applying bitumen layer at 2kg/squaremetre over terrace structural slab including cleaningthe surface for water proofing etc. complete.

Spec. Sq. M. 152.00 54.005

Spec. Sq. M. 615.00 171.00

with 20 mm thick layer, including curing, finishingusing approved water proofing compound at rate of 1kg per 50 kg of cement etc. complete.

As directed by Engineer-In-Charge.Providing and laying water proofing treatment of 112mm average thickness consisting of 12 mm thicklayer in cement mortar 1:3 with water proofingcompound at the rate of one kilograme per bag ofcement as base, constructing and laying brick batcoba in cement mortar 1:5 with waterproofingcompound at the rate of one kilogramme per bag ofcement and having average thickness of 80mm andfinishing with 20 mm cement plaster layer in cementmortar 1:3 with approved water proofing compoundat the rate of one kilogramme per cement bag,including all lead, lifts and laid to proper slope todrain off water entirely inlcuding watta at the junctionof parapet and work upto a height of 30 cm or asdirected and, including finishing the top layer ofwater proofing treatment with false marking of 30 x30cm or as directed and covering the wholetreatment with seven year's guarantee, on requisitestamp paper etc.complete.


27




6

Spec. Sq. M. 225.00 34.007

Spec. Sq. M. 92.00 81.008

Providing leak proof treatment by injection groutingmethod to old floor without removing tiles ofW.C../Bath with approved water proofing compoundof IS standard and cement solution (fine sand,cement etc.) without breaking tiles making holes,refilling and making them water tight includingmaking good the damages, cleaning etc. complete.


As directed by Engineer-In-Charge.Removing existing water proofing treatment (alltypes) from terrace without damages to structure,leveling and cleaning the surface for providing newspecialized water proofing treatment etc. completeas directed.

Providing waterproof plaster in W.C. and bath 20mm thick for dado in cement mortar 1:3 with neatfinishing, floating using approved waterproofing

Spec. Sq. M. 304.00 143.00

9

Spec. Cu. M. 3232.00 1019.00

10

Spec. Sq. M. 334.00 155.0011

Spec. Sq. M. -- --

Providing waterproof bedding for flooring of bath andW.C. 25 mm thick in cement mortar 1:3 using 1 kg ofapproved waterproofing compound of IS Std. per 50kg of cement, including leveling, curing etc.complete.


finishing, floating using approved waterproofingcompound of IS Std. at the rate of one kg per 50 kgof cement etc. complete.


Providing waterproofing in W.C. and bath includingbrick bat coba in all positions consisting ofspecialized materials as per IS Standard andcovering 7 years guarantee on requisite stamp paperincluding all leads, lifts etc. complete.


Providing water proofing by Polymerized waterproofing compound to the virgin slab in 3 coats with7 years guarantee on court fee stamp paper ofRs.100/- including materials and labour and pondingtest etc. complete (with the permission of S. E.)


28




12

Spec. Sq. M. 459.00 45.00

13 Providing and applying Polysafe-EC for (PatentNo.571) external walls, slopping R.C.C. roofs, inthree coats to avoid water penetration, ultra-violeteffects of Sun-rays, fungus development and toprotect the reinforcement from corrosion inatmospheric effects. Cleaning the surface ofconcrete by brushing with solvent and applyingPolysafe-EC chemical coating with primer and after24 hour interval applying 1st coat, and after 24 hourinterval applying second, third & final coat of


Providing water proofing treatment by Polymerizedwater proofing compound to the Water tank, W.C..or toilet ducts in three coats with 7 years guaranteeon court fee stamp paper of Rs.100/- includingmaterials and labour and including ponding test etc.complete. (with the permission of S. E.)

Spec. Sq. M. 252.00 57.0014

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

interval applying second, third & final coat ofapproved shade, colour, avoid smoking whilepainting including necessary scaffolding 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 fivecoarse consisting of applying cold bitumen primercoat at the rate of 2.50 litre/10 sq.m. hot bitumenlayer at the rate of 14.50 kg/ 10 sq.m. and over thesame layer of bitumen fett of type III grade as per IS1332-1965 across slope with 10 cm overlapcommencing at the lowest level and again applyinghard bitumen coarse at the rate of 14.50 kg/10 sq m.and finally spreading over it grit at the rate of 14.50kg / 10 sq.m. including all lifts. leads andscaffoldings whenever necessary complete asdirected with five year guarantee etc. complete.

29

Completed Labour

1

Bd. K. -1A Sq. M. 2398.00 210.00

2

Bd. K. -1B Sq. M. 3307.00 265.00

3

Providing expansion joints in R.C.C. framedstructure (interior columns) with plain premouldedbituminous filler 25 mm thick, including fixingC.C.T.W. battens both faces etc. complete asdirected.

BD - K : EXPANSION JOINTSBD - K : EXPANSION JOINTSBD - K : EXPANSION JOINTSBD - K : EXPANSION JOINTS

Item No.& Item code



Providing expansion joints in R.C.C. framedstructure (at floor level) with pre-moulded bituminousfiller 25mm thick and 3 mm thick aluminium plate as

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

Providing expansion joints in R.C.C. framedstructure (exterior columns) with plain pre-mouldedbituminous filler 25 mm thick and 3 mm thickaluminium plate, hold fast, fixing C.C.T.W.. battenson internal face, finishing etc. complete as directed.

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

Bd. K. -1A Sq. M. 3350.00 265.00

4

Bd. K. -1A Sq. M. 4513.00 397.00

5

Sq. M. 61.00 12.00As directed by Engineer-in-charge.

filler 25mm thick and 3 mm thick aluminium plate asrequired, bitumen poured filler and fixing C.C.T.W..battens on upper faces etc. complete as directed.

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

Providing expansion joints in R.C.C. framedstructure (at terrace level) with pre-mouldedbituminous filler 25 mm thick and 3mm thickaluminium plate as required bituminous poured fillerfixing lead flushing on upper side and C.C.T.W.battens and inner face finishing etc. complete asdirected.Spec. No.:BdK.-1A Page No.359

Providing and fixing chicken mesh of 22 guage withabout 35 cm. width at the junction of R.C.C. membesand brick work, of approved quality including fixingmesh in position by necessary nailing in concrete orB.B. masonry and tying by binding wire etc.complete.

30

Completed Labour

1

Bd. L. -1

a) in cement mortar 1:3 .Sq.M. 106.00 58.00b) in cement mortar 1:4 Sq.M..Sq.M. 100.00 58.00

2

Bd. L. -2 Spec. No.:BdL.-2 Page No.367

Providing internal cement plaster 6mm thick in asingle coat _________ without neeru finish toconcrete surface in all position including scaffoldingand curing etc. complete.Spec. No.:BdL.-1 Page No.367

Providing internal cement plaster 12mm thick in asingle coat, ______without neeru finish to concreteor brick surface in all positions including racking outjoints, scaffolding and curing etc. complete.

BD - L : PLASTERING AND POINTINGBD - L : PLASTERING AND POINTINGBD - L : PLASTERING AND POINTINGBD - L : PLASTERING AND POINTING

Item No.& Item code


Rate for 14-15 (in Rs)

a) in cement mortar 1:3 Sq. M. 154.00 74.00b) in cement mortar 1:4 Sq.M..Sq.M. 140.00 74.00c) in cement mortar 1:5 Sq.M..Sq.M. 136.00 74.00

3

Bd. L. -3 Sq. M. 223.00 94.00

4

Bd. L. -4

a) in cement mortar 1:4 Sq. M. 242.00 125.00b) in cement mortar 1:5 Sq.M..Sq. M. 231.00 125.00

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

Providing internal cement plaster 20mm thick in twocoat, ________ without neeru finish to brick masonryor concrete surface in all positions includingscaffolding, racking out joints, providing groove atjoints of stone masonry and concrete members andcuring etc. complete.Spec. No.:BdL.-4 Page No.368

Providing internal cement plaster 20mm thick in asingle coat, in cement mortar 1:3 without neeru finishto stone masonry and concrete members surface inall positions including scaffolding, racking out joints,providing groove at joints of stone masonry andconcrete members and curing etc. complete.

31




5

Bd. L. -5 Sq. M. 320.00 167.00

6 Providing sand face plaster externally in two coatsusing approved screened sand in all positions,including providing base coat of 15 mm thick incement mortar 1:4 mixing approved water proofingcompound at the rate of 1 kilogramme / 50 kg ofcement and curing the same for not less than twodays and keeping the surface of base coat rough toreceive the sand faced treatment 8 mm thick incement mortar 1:4 and finishing the surface bytaking out grains and curing for 14 days includingpreparing the surface, watering and scaffolding etc.complete.

Providing cement plaster 25mm thick in two coat, incement mortar 1:4 without neeru finish to concretebrick or stone surface in all positions includingracking out joints, scaffolding and curing etc.complete.Spec. No.:BdL.-5 Page No.368

Bd. L. -7 Sq. M. 417.00 216.00

7

Bd. L. -8 Sq. M. 362.00 182.00

8

Bd. L. -9 Sq. M. 422.00 182.00

complete.Spec. No.:BdL.-7 Page No.369

Providing rough cast cement plaster externally in twocoats to concrete / brick / stone masonry in allpositions with base coat of 12 to 15 mm thick incement mortar 1:4 mixing approved water proofingcompound at the rate of 1Kg / 50Kg.of cement andover it rough cast treatment 12 mm thick inproportion 1:11/2:3 including racking out joints,scaffolding and forteen days curing complete.


Providing rough cast cement plaster externally in twocoats with coloured cement finish to concrete / brick/ stone masonry in all positions with base coat of 12to 15 mm thick in cement mortar 1:4 mixingapproved water proofing compound at the rate of 1kg/50kg of cement and over it rough cast treatment12 mm thick in proportion 1:11/2:3 including rackingout joints, scaffolding and forteen days curing etc.complete.Spec. No.:BdL.-9 Page No.370

32




9

Bd. L. -10 Sq. M. 35.00 22.0010

Bd. L. -10 Sq. M. 86.00 19.0011

Providing neeru finish to plaster surface in allposition including scaffolding and curing etc.complete.Spec. No.:BdL.-10 Page No.370Providing neeru finish to plaster surface for ceiling including scaffolding and curing etc. complete. (Only for repair work)Spec. No.:BdL.-10 Page No.370Providing exterior stone-crete facing of approvedcolour and dressing with base coat of 12 to 15mmthick in cement mortar 1:3 using approved waterproofing compound at the rate of 1 Kilogramme / 50kg. of cement to brick/stone/concrete surface in allpositions including final coat for stone-crete facing ofthickness not less than 12 mm. in cement mortar 1:3using coloured pigment including racking out joints,scaffolding and curing for fourteen days etc.complete.

Bd. L. -11 Sq. M. 558.00 268.0012

Bd. L. -15 Sq. M. 107.00 83.0013

Bd. L. -15 Sq. M. 91.00 79.0014

Bd. L. -16 Sq. M. 154.00 135.0015

Bd. L. -17 Sq. M. 148.00 111.00

16

Sq. M. 107.00 83.00


complete.

Spec. No.:BdL.-11 Page No.371Providing flush grooved pointing with cement mortar1:3 to brick masonry including scaffolding and curingetc. complete.

Providing weathered pointing with cement mortar 1:3stone/brick masonry including scaffolding and curingetc. complete.Spec. No.:BdL.-17 Page No.373

Providing 'V' groove pointing with cement mortar 1:3to stone masonry/brick masonry including scaffolding and curing etc. complete.Spec. No.:BdL.-18 Page No.373

Providing flush grooved pointing with cement mortar1:3 to stone masonry including scaffolding andcuring etc. complete.Spec. No.:BdL.-15 Page No.372Providing tuck pointing with cement mortar 1:3 forstone/brick masonry including scaffolding and curingetc. complete.Spec. No.:BdL.-16 Page No.373

33




17

Bd. L. -2 Sq. M. 139.00 74.00

18

Bd. L. -3 Sq. M. 207.00 94.0019 Providing sand face plaster externally in two coats

using approved screened sand in all positions,including preparing the surface, providing base coatof 15 mm thick in cement mortar 1:4 mixingapproved water proofing compound at the rate of 1kilogramme / 50 kg of cement, curing the same for

Providing internal cement plaster 20mm thick in atwo coat in c.m.. 1:4 without neeru finish to bricksuface including scaffolding and curing completeusing Portland pozzolona cement and flyash.Spec. No.: BdL.-3 Page No.368and IS1489

Providing internal cement plaster 12mm thick in asingle coat in c.m.. 1:3 without neeru finish to bricksurface including scaffolding and curing completeusing Portland pozzolona cement and flyash.

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

Sq. M. 408.00 215.00

20

Spec. As directed by Engineer-in-charge. Sq. M. 386.00 216.00

21

Spec. As directed by Engineer-in-charge. Sq. M. 473.00 28.00

Providing marble touch plaster to plastered surface 3to 4mm thick surface of marble paste includingproviding primary coat with raw material such asputty, cement,with approved adhesive including 5years gurantee period including cleaning the surfaceetc. complete.

Providing and fixing chicken wire mesh (ReferenceIS 3150-1992) of 19 size of aperture at the junctionof R.C.. Members and brick work, of approvedquality including fixing mesh in position by necessarynailing \in conrete or / B.B. masonry and or tying bybinding wire etc. complete.

kilogramme / 50 kg of cement, curing the same fornot less than two days, keeping the surface of basecoat rough to receive the sand faced treatment 8mm thick in cement mortar 1:4 and finishing thesurface by taking out grains, curing for 14 days,scaffolding etc. complete, using Portland PozzolanaCement & Flyash.Spec. No.: BdL.-7 Page No.369and IS1489

34

Completed Labour

1

Bd. M. -1

a) 25mm to 30mm thick Sq. M. 428.00 110.00b) 40mm to 50mm thick Sq. M. 458.00 111.00

2

Bd. M. -1 Sq. M. 384.00 102.00

3

BD - M : PAVING, FLOORING AND DADOBD - M : PAVING, FLOORING AND DADOBD - M : PAVING, FLOORING AND DADOBD - M : PAVING, FLOORING AND DADO

Item No.& Item code



Providing and laying rough Shahabad Stone Flooring---------------------- and 30cm wide in plain/diamondpattern on a bed of cement mortar 1:6 includingcement float, pointing in cement mortar 1:3, curingand cleaning etc. complete.Spec. No.:BdM.-1 Page No.379

Providing and laying rough Shahabad Stone Flooring25mm to 30mm thick on a bed of sand includingcement float, pointing in cement mortar 1:3, curingand cleaning etc. complete.Spec. No.:BdM.-1 Page No.379

Providing and laying in position polished Shahabad3

Bd. M. -3

a) 30 cm. x 30 cm. Sq. M. 691.00 139.00b) 55 cm. x 55 cm. Sq. M. 732.00 139.00

4

Bd. M. -3

a) 30 cm. x 30 cm. Sq. M. 656.00 139.00b) 55 cm. x 55 cm. Sq. M. 733.00 139.00

Providing and laying in position polished ShahabadStone flooring -------- of approved quality 25mm to30mm thick in plain/diamond pattern on a bed ofcement mortar 1:6 including cement float, fillingjoints with neat cement slurry, curing, polishing andcleaning etc. complete.Spec. No.:BdM.-3 Page No.380

Providing and laying in position polished TandurStone flooring ------- of approved quality 25mm to30mm thick in plain/diamond pattern on a bed ofcement mortar 1:6 including cement float, fillingjoints with neat cement slurry, curing, polishing andcleaning etc. complete.Spec. No.:BdM.-3 Page No.380

35




5

Bd. M. -3a) 30 cm. x 30 cm. Sq. M. 1134.00 139.00b) 55 cm. x 55 cm. Sq. M. 1195.00 139.00

6

Bd. M. -5 Sq. M. 751.00 152.00 7 Providing and laying in position skirting or dado of

Spec. No.:BdM.-5 Page No.381

Providing and laying in position polished Kota Stoneflooring --------- of approved quality 25mm to 30mmthick in plain/diamond pattern on a bed of cementmortar 1:6 including cement float, filling joints withneat cement slurry, curing, polishing and cleaningetc. complete.Spec. No.:BdM.-3 Page No.380

Providing and laying in position skirting or dado ofpolished Shahabad Stone slab of approved quality25mm to 30mm thick on plaster in cement mortar1:4, including cement float, filling joints with neatcement slurry, curing polishing and cleaning etc.complete.

7

Bd. M. -5 Sq. M. 714.00 168.008

Bd. M. -5 Sq. M. 1195.00 168.009

Bd. M. -6a) 40mm Sq. M. 319.00 116.00b) 50mm Sq. M. 360.00 116.00


Providing and laying in position skirting or dado ofpolished Tandur Stone slab of approved quality25mm to 30mm thick on plaster in cement mortar1:4, including cement float, filling joints with neatcement slurry, curing polishing and cleaning etc.complete.Spec. No.:BdM.-5 Page No.381Providing and laying in position skirting or dado ofpolished Kota Stone slab of approved quality 25mmto 30mm thick on plaster in cement mortar 1:4,including cement float, filling joints with neat cementslurry, curing polishing and cleaning etc. complete.

Spec. No.:BdM.-5 Page No.381Providing and laying cement concrete flooring --------mm thick with cement concrete M-25 laid to properline, level and slope in alternate bays includingcompaction, filling joints marking lines to giveappearance of tiles 30cm x 30cm or other approveddesign, finishing smooth (with extra cement) inapproved colour as directed and curing etc.complete.

36




10

Bd. M. -12a) 148.5x148.5mm Sq. M. 1068.00 187.00b) 200 x 100mm Sq. M. 1106.00 187.00

11


Providing and laying coloured glazed tiles of --------------------- in size and 5 to 6 mm thick for flooring inrequired positions and laid on a bed of cementmortar 1:4 including neat cement float, filling jointswith white cement slurry, curing and cleaning etc.complete. (Including all specials required like roundedge tiles, corner cups, etc)

Providing and laying white glazed tiles of --------------------------- in size and 5 to 6 mm thick for flooring inrequired positions and laid on a bed of cementmortar 1:4 including neat cement float, filling jointswith white cement slurry, curing and cleaning etc.complete. (Including all specials required like roundedge tiles, corner cups ,etc.) (with white cement)


12


13


Providing and fixing white glazed tiles of ----------------------- in size and 5 to 6 mm thick for dado andskirting in required positions on plaster of cementmortar 1:4 including neat cement float, includingfilling joints with white cement slurry, curing andcleaning etc. complete. (Including all specialsrequired like round edge tiles, corner cups, etc)


Providing and fixing coloured glazed tiles of --------------------- in size and 5 to 6 mm thick for dado andskirting in required positions on plaster of cementmortar 1:4 including neat cement float, includingfilling joints with white cement slurry, curing andcleaning etc. complete. (Including all specialsrequired like round edge tiles, corner cups, etc)



37




14

Bd. M. -12a) 60x60cm. Sq. M. 1259.00 277.00b) 45x45cm. Sq. M. 1224.00 277.00c) 30x30cm. Sq. M. 1137.00 277.00d) 20x20cm. Sq. M. 1085.00 277.00

15

Providing and fixing ceramic tiles of IS Std. andapproved quality ______ cm size for flooring inrequired position laid on bed of cement mortar 1:4including cement float, filling joint with white/colourcement slurry, cleaning, curing, etc. complete.Spec. No.:BdM.-12 Page No.385

Providing and laying ceramic tiles of IS Std. andapproved quality ______ cm size for dado andskirting in required position with ready madeadhesive mortar of approved quality in requiredposition after making the wall portion in level inplaster of cement mortar 1:4 including joint filling withwhite/colour cement slurry, cleaning, curing etc.

Bd. M. -13

a) 60x60cm. Sq. M. 1296.00 277.00b) 45x45cm. Sq. M. 1296.00 277.00c) 30x30cm. Sq. M. 1295.00 277.00d) 20x20cm. Sq. M. 1132.00 277.00

16

Bd. M. -14a) Grey cement base Sq. M. 568.00 127.00b) White cement base Sq. M. 684.00 127.00

Providing and laying ------- marble mosaic 25 x 25cmand 20mm thick for flooring in required position seton a bed of 1:4 cement mortar including neat cementfloat, filling the joints with white cement slurry mixedwith approved shade of pigment to match the colourof tiles, curing, polishing and rubbing etc. completewith/without border.


white/colour cement slurry, cleaning, curing etc.complete.Spec. No.:BdM.-13 Page No.386

38




17

Bd. M. -15a) gray cement base Sq. M. 670.00 216.00b) white cement base Sq. M. 751.00 216.00

18

Providing and fixing -------------- marble mosaic 25 x25cm and 20mm thick of approved colour andpattern, white and coloured marble chips of size 6 to20 mm for dado and skirting in required position seton a bed of 1:4 cement mortar including neat cementfloat, filling the joints with white cement slurry mixedwith approved shade of pigment to match the colourof tiles, curing, polishing and rubbing etc. completewith / without border.Spec. No.:BdM.-15 Page No.387

Providing and laying machine cut white / colouredmarble slab 60 x 45 cm and 20 mm thick ofapproved quality, vein and colour for flooring inrequired pattern on a bed of 1: 6 cement mortarincluding neat cement float, filling joints with

Bd. M. -16 Sq. M. 2729.00 132.00

19

Bd. M. -17 Sq. M. 2780.00 183.00

20

Bd. M. -18 Sq. M. 628.00 183.00

Providing and laying in situ marble mosaic of 10 mmthickness with white and coloured marble chips ofsize 6 mm in coloured cement in suitable panels forflooring including under layer of 1:2:4 I.P.S.. 30 mm.thick, providing aluminium strips to form panels,leveling, compaction, curing, polishing and cleaningetc. complete.Spec. No.:BdM.-18 Page No.387

white/coloured cement slurry, curing, polishing andcleaning complete.Spec. No.:BdM.-16 Page No.387

Providing and laying machine cut white / colouredmarble slab 60 x 45 cm and 20 mm thick ofapproved quality, vein and colour for dado andskirting in required pattern on a bed of 1: 4 cementmortar including neat cement float, filling joints withwhite/coloured cement slurry, curing, polishing andcleaning etc. complete.Spec. No.:BdM.-17 Page No.387

39




21

Bd. M. -19 Sq. M. 618.00 311.00

22

Bd. M. -20 Sq. M. 537.00 276.00

23

Providing and laying in required positions flooring oftukada mosaic (broken mosaic tile pieces) ofapproved coloured and pattern, set in a bed of 1:4cement mortar, including neat cement/colouredcement float, giving proper slopes, compaction,curing and finishing etc. complete.Spec. No.:BdM.-20 Page No.389

Providing and laying in situ marble mosaic dado andskirting 6 mm thick with white and coloured marblechips of size upto with suitable panels on cementplaster 1:3, 20 mm thick including aluminium stripsfor forming panels, rounding of corners and junctionswith flooring and walls, curing, polishing and cleaningetc. complete.Spec. No.:BdM.-19 Page No.388

Providing and fixing 1mm thick approved P.V.C.. /Synthetic tiles flooring/dado & skirting of approved

Spec. Sq. M. 455.00 86.00

24

Bd. M. -22

a) Shahabad Sq. M. 752.00 199.00b) Tandur Sq. M. 787.00 211.00c) Kota Sq. M. 1170.00 217.00d) Black Kadappa Sq. M. 559.00 199.00

Providing and laying polished -----------------------stone slabs 25 to 30 mm thick for treads and risersfor steps and staircase in one piece with roundednosing & engraving three lines for treads on bed of1:4 cement mortar including neat cement float, fillingjoints with cement slurry, curing, polishing andcleaning etc. complete.

make and quality and required size with ready madeadhesive (ISI mark quality) including cleaningsurface before laying, leveling the surface etc.complete.



40




25

Bd. M. -25 Sq. M. 605.00 205.00

26

Providing and laying white cement based marblemosaic tiles 20 mm thick of approved colour andpattern with white and coloured marble chips of size6 to 20mm for treads and risers of steps andstaircases, with nosing for the treads moulded as perdrawing or as directed on a bed 1:4 including neatcement float, filling joints with neat coloured cementslurry to match the colour of tile, curing, polishing,and cleaning etc. complete.Spec. No.:BdM.-25 Page No.391

Providing and laying white / approved colour marbleslabs 20 mm thick of approved quality, colour andveins, for treads and risers of steps and staircases inone piece with round nosing & engraving three linesfor treads on bed of 1:4 cement mortar includingneat cement float, filling joints with cement slurry tomatch colour of the slabs, curing, polishing andcleaning etc. complete.

Bd. M. -26 Sq. M. 3300.00 191.00

27

Bd. M. -33B Sq. M. 593.00 145.0028

Bd. M. -29

a) Shahabad Sq. M. 675.00 127.00b) Tandur Sq. M. 653.00 127.00c) Kota Sq. M. 1120.00 127.00d) Black Kadappa Sq. M. 814.00 127.00

Providing sills, jambs and frames of polished ------------- stone 25 to 30 mm thick, on a bed of cementmortar 1:4 including neat cement float, filling jointswith cement slurry, curing, polishing, roundingedges, cleaning etc. completeSpec. No.:BdM.-29 Page No.391


Providing and laying precast polished chequeredcolour cement tiles of size 20 x 32 and 20 mm thickfor treads and riser of steps and staircase withnosing of treads moulded as per drawing or asdirected on bed of 1:4 cement mortar including neatcement float, filling joints with cement slurry mixedwith approved shade of pigment to match the colourof tiles, curing, polishing and cleaning etc. complete.

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

41




29

Bd. M. -31 Sq. M. 2580.00 117.00

30

Bd. M. -35 Sq. M. 820.00 270.00

31

Providing sills, jambs and frames of white/approvedcolour marble slabs 20 mm thick of approved quality,vein and colour with machine polished surface on abed of cement mortar 1:4 including neat cementfloat, filling joints with cement slurry to match thecolour of the slabs, curing polishing and roundingedges, cleaning etc. complete.


Providing 25 to 30 mm thick partitions of polishedblack Kadappa stone of approved shape, quality andcolour for urinals including cutting holes of requiredsizes in appropriate places to receive pipes etc.,fixing in the cement mortar 1:3, curing and cleaningetc. complete.


Providing and fixing Kadappa Stone slab for Kitchen31

Sq. M. 982.00 296.00

32

Spec. Sq. M. 13.00 12.00

33

Spec. Sq. M. 47.00 41.00

34

Spec. Sq. M. 28.00 24.00

Providing and fixing Kadappa Stone slab for Kitchenplatform of approved type and design 40 mm thick incement mortar 1:4, including providing and fixingborder patti on front edge, filling joints, curing,cleaning etc. complete.


Providing hand polishing to dado, skirting includingcleaning, washing etc. complete as directed.


Providing machine polishing to cement/marblemosaic tiled flooring or any other type of flooringincluding cleaning, washing, etc. complete asdirected.


Washing & Cleaning natural surface of stone or anykind of marble including clearing etc. complete


42




35

Spec. Sq. M. 122.00 41.0036

Spec. Sq. M. 689.00 123.0037

Bd.M-15 Sq.M. 563.00 135.0038

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

Providing and laying flooring of gray cement basedmarble 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.

Providing wax polishing to floors and dado, preparing thesurface, scaffolding etc. complete. (S.E.'s priorpermission essential.)

As directed by Engineer-In-Charge.Providing and fixing precast heavy duty inter lockedconcrete paving block of approved Shape of 60 mmthickness having a strength of 300 kg/sq.mt.. of approvedquality and shape on a bed of grit / sand of 65mm thick,striking joints and cleaning etc. complete.


Providing and laying Rectified and vitrified mirrorfinish decorative type tiles of size of approvedmake, shade and pattern for flooring in required positionlaid on a bed of 1:4 cement mortar including neat cement

Bd/M-12 p-385

Sq.M. 1350.00 319.00

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

(*) (Except that rectified and vitrified mirror finishdecorative tiles of specified size and thickness shall beused

laid on a bed of 1:4 cement mortar including neat cementfloat, filling joints with cement slurry, curing and cleaningetc. complete.a) 600 mm x 600 mm and 10 mm thick having Sqm. water absorption less than 0.05%(*) (Except that rectified and vitrified mirror finishdecorative tiles of specified size and thickness shall beused)

(*) (Except that rectified and vitrified mirror finish decorative tiles of specified size and thickness shall be used)b) 600 mm x 600 mm and 10 mm thick havingwater 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%(*) (Except that rectified and vitrified mirror finish decorative tiles of specified size and thickness shall be used)Providing and laying Rectified and vitrified mirrorfinish decorative type tiles of size of approvedmake, 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 havingwater absorption less than 0.05%

43

Completed Labour

1

Bd. N. -1.1

a) one coat Sq. M. 13.00 7.00b) two coat Sq. M. 21.00 9.00

2

Bd. N. -1.2 Sq. M. 33.00 30.00

3

Providing and applying boiled linseed oil in ---------coat to old wood work including knotting, preparingthe surface, scaffolding etc., complete as directed.

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

Providing and applying Wax polishing to the newwood work, including knotting, preparing the surface,scaffolding etc. complete as directed.

BD - N : WOOD FINISHESBD - N : WOOD FINISHESBD - N : WOOD FINISHESBD - N : WOOD FINISHES

Item No.& Item code




Providing and applying Wax polishing to the oldwood work, including knotting, preparing the surface,

Bd. N. -1.2 Sq. M. 22.00 15.00

4

Bd. N. -1.3 Sq. M. 46.00 39.00

5

Bd. N. -1.3 Sq. M. 74.00 51.00

6

Bd. N. -1.4 Sq. M. 21.00 9.00

wood work, including knotting, preparing the surface,scaffolding etc. complete as directed.


Providing and applying French polishing for requiredfinish on previously polished wood, includingknotting, preparing the surface, scaffolding etc.complete as directed.


Providing and applying French polishing to newwood work, including knotting, preparing the surface,scaffolding etc. complete as directed.


Providing and applying varnish in one coat onpreviously varnished wood work, including knotting,preparing the surface, scaffolding etc. complete.


44




7

Bd. N. -1.1a) one coat Sq. M. 9.00 7.00b) two coat Sq. M. 18.00 12.00

8

Spec. Sq. M. 677.00 336.00


Providing and applying Melamine polish of glossy /mat required finish of approved colour to woodworkby spray machine, including knotting and preparingthe surface by scrapping, applying French polishing,scaffolding if required etc. complete. (The work to beexecuted with prior approval of SuperintendingEngineer.)


Providing and applying coal tar in----------- coat onpreviously painted wood, including preparing thesurface, scaffolding etc. complete.

45

Completed Labour

1

Bd. O. -1.a) Two coat Sq. M. 69.00 18.00b) three coat Sq. M. 101.00 24.00

2

BD - O : OIL PAINTINGBD - O : OIL PAINTINGBD - O : OIL PAINTINGBD - O : OIL PAINTING

Item No.& Item code



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

Providing and applying ____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to new wood work and fibre boardsincluding preparing the surface, knotting, scaffoldingif necessary excluding primer coat etc. complete.

Providing and applying ____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to old wood work and fibre boardspreviously painted by the surface, knotting,scaffolding if necessary excluding primer coat etc.complete.


3


4


Providing and applying _____ of aluminium paint ofapproved make to new and old structural steel workin buildings and workshops, including scaffolding,cleaning the surface (excluding primer coat) etc.complete.


Providing and applying _____ of lead/zinc base oilpaint/ bituminous paint of approved colour, shadeand quality to new structural steel work and iron workin buildings, including scaffolding if necessarycleaning and preparing the surface excluding primercoat etc. complete..Spec. No.:BdO.-3. Page No.404


46




5


6

Bd. O. -6. Spec. No.:BdO.-6. Page No.406

Providing and applying Two coat of synthetic enamelpaint of approved colour and quality to new and oldstructural steel work and wood work in buildings,including scaffolding if necessary and preparing thesurface by solvent degreasing and de-rusting bymanual methods, preparing the surface etc.complete. (excluding primer coat)Spec. No.:BdO.-5. Page No.405

Providing and applying _____ of flat oil paint ofapproved colour, shade and quality to the oldstructural steel work and iron work (previouslypainted) in building, including scaffolding ifnecessary, cleaning the surface etc. complete.(excluding primer coat)


7


8

Bd. O. -8.

a) Two coat Sq. M. 49.00 18.00b) three coat Sq. M. 55.00 24.00


Providing and applying ______ of waterproof cementpaint of approved manufacture and colour to theplastered surface, including scaffolding preparing thesurface, watering for two days etc. complete.

Providing and applying _____ of flat oil paint ofapproved colour, shade and quality to plasteredsurface including scaffolding if necessary, cleaningthe surface etc. complete. (excluding primer coat)



47


Descri

Raigad 1415

Documents

Transcript of Raigad 1415