uppwd skelton old

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CHAPTER-1 MATERIALS Materials Unit 1 2 3 1 Brick a) Bricks (Ist class) per % per % c) Bricks (III class per % d) Bricks (sundried) per % 2 Ballast (1st class or over burnt Brick Ballast. a) 5.00 cm gauge per cu. m. b) 4.00 cm. gauge per cu. m. c) . 2.50 cm. gauge per cu. m. 3 Ballast (Hard stone graded) a) 1.00 cm.to 1.3 cm. gauge… per cu. m. b) 2.00 cm. gauge. per cu. m. c) 4.00 cm. gauge. per cu. m. d) 5.00 cm: gauge. per cu. m. 4 Bolts and nuts, etc. a) upto 6 mm. dia. per kg. b) above 6 mm. and upto 13 mm. dia, per kg. c) above 13 mm. and upto 25 mm. dia per kg. 5 each 6 Beeswax per kg. 7 Bamboos a) 2.5 cm. upto 4 cm. dia per % run.m. b) above 4 cm. and upto 8 cm. dia per % run.m. 8 Bailies Sal a) 8 cm. (Mean) dia. per % run.m. b) 10 cm. per % run.m. c) 12.5 cm. per % run.m. d) 15.00 cm. per % run.m. e) 20.00 cm. per % run.m. 9 Cement Portland (Ordinary) per 50 kg bag. 10 Cement (White) per 50 kg bag. 11 Coal Tar per liter 12 Cusstic soda per kg. 13 Cinder per cu. m. 14 Cotton (string) per kg. 15 per 50 kg tin per 1.5 16 Glass ordinary a) 21 oz. per sq. m. b) 18oz. per sq. m. c) 16 oz. per sq. m. 17 Insulating Materials (a) Fibrs glass Resin.bonded slabs and rolls in standard slab and rolls sizes.) per sq. m. per sq. m. Note :- The rates except fot Item 2, 3, 38 & 39 are exclusive of Contractor's profits 5% Co be given while taking the supply through some agency otherthen a direct supplie Octori, Royalty and sales tax etc. and cartage up to 8 Km. (5 miles). Sl. No. over burnt) mm.dia.15cm.long quality quality kg packet i) Fibre-glass (density 24 kg/m2) of 25 mm. thickness for ceiling 40 mm.

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Page 1: UPPWD Skelton Old

CHAPTER-1 MATERIALS

Materials Unit Rate

1 2 3 41 Brick

a) Bricks (Ist class) per % 2.70b) Bricks (Iind class or straight over burnt) per % 2.60c) Bricks (III class per % c) Bricks (III class d) Bricks (sundried) per % d) Bricks (sundried)

2 Ballast (1st class or over burnt Brick Ballast.a) 5.00 cm gauge per cu. m. a) 5.00 cm gaugeb) 4.00 cm. gauge per cu. m. 19.82c) . 2.50 cm. gauge per cu. m. 21.23

3 Ballast (Hard stone graded)a) 1.00 cm.to 1.3 cm. gauge… per cu. m. 35.38b) 2.00 cm. gauge. per cu. m. 37.88c) 4.00 cm. gauge. per cu. m. 43.13d) 5.00 cm: gauge. per cu. m.

4 Bolts and nuts, etc.a) upto 6 mm. dia. per kg. a) upto 6 mm. dia.b) above 6 mm. and upto 13 mm. dia, per kg. b) above 6 mm. and upto 13 mm. dia,c) above 13 mm. and upto 25 mm. dia per kg. c) above 13 mm. and upto 25 mm. dia

5 Bottle nuts 13mm.to 22 mm.dia.15cm.long each Bottle nuts 13mm.to 22 mm.dia.15cm.long6 Beeswax per kg. Beeswax7 Bamboos Bamboos

a) 2.5 cm. upto 4 cm. dia per % run.m. a) 2.5 cm. upto 4 cm. diab) above 4 cm. and upto 8 cm. dia per % run.m. b) above 4 cm. and upto 8 cm. dia

8 Bailies Sal Bailies Sala) 8 cm. (Mean) dia. per % run.m. a) 8 cm. (Mean) dia.b) 10 cm. per % run.m. b) 10 cm. c) 12.5 cm. per % run.m. c) 12.5 cm.d) 15.00 cm. per % run.m. d) 15.00 cm.e) 20.00 cm. per % run.m. e) 20.00 cm.

9 Cement Portland (Ordinary) per 50 kg bag. 225.0010 Cement (White) per 50 kg bag. 575.0011 Coal Tar per liter Coal Tar12 Cusstic soda per kg. Cusstic soda13 Cinder per cu. m. Cinder14 Cotton (string) per kg. Cotton (string)15 a) Distemper (oil) in paste of best quality per 50 kg tin a) Distemper (oil) in paste of best quality

b) Dry Distemper ordinary of best quality per 1.5 kg packet b) Dry Distemper ordinary of best quality16 Glass ordinary Glass ordinary

a) 21 oz. per sq. m. a) 21 oz.b) 18oz. per sq. m. b) 18oz. c) 16 oz. per sq. m. c) 16 oz.

17 Insulating Materials

(a) Fibrs glass Resin.bonded slabs and rolls in standard slab and rolls sizes.)

per sq. m. i) Fibre-glass (density 24 kg/m2) of 25 mm. thickness for ceiling

ii) - do 40 mm. per sq. m. ii) - do 40 mm.

Note :-

The rates except fot Item 2, 3, 38 & 39 are exclusive of Contractor's profits 5% Contractor's Profit may be given while taking the supply through some agency otherthen a direct supplier. The rates include Octori, Royalty and sales tax etc. and cartage up to 8 Km. (5 miles).

Sl. No.

i) Fibre-glass (density 24 kg/m2) of 25 mm. thickness for ceiling

Page 2: UPPWD Skelton Old

iii)- do 50 mm. per sq. m. iii)- do 50 mm.iv)- do 65 mm. per sq. m. iv)- do 65 mm.v)- do 75 mm. per sq. m. v)- do 75 mm.

per sq. m. vi) Fibre-glass (density 32 kg/m2) of 25mm. thickness for walls

vii)- do 40 mm. per sq. m. vii)- do 40 mm.viii)-do 50 mm. per sq. m. viii)-do 50 mm.ix)- do 65 mm. per sq. m. ix)- do 65 mm.x)- do 75 mm. per sq. m. x)- do 75 mm.(b) Thermocole insulation per cu. m. (b) Thermocole insulation

18 a) Lime white (unsulaked) per quin. 550.00b) Lime kankar of besT quality per cu. m. 110.99

19 a) Lead white best qualiry (safeda) per kg. a) Lead white best qualiry (safeda)b) Lead red powder (sindoor) per kg. b) Lead red powder (sindoor)

20 a) M S Flat angles Tand like wise.. per quin. a) M S Flat angles Tand like wise..b) M.S. Rounds up to 12 mm dia per quin. b) M.S. Rounds up to 12 mm diac) M.S. Romnds above 12 mm. dia per quin. c) M.S. Romnds above 12 mm. diad) R. S. Joits per quin. d) R. S. Joitse) G. I. Barbed wire per quin. e) G. I. Barbed wiref) Sheet Galvanized plain 20 B. W. G per quin. f) Sheet Galvanized plain 20 B. W. G

per quin. g) Sheet Galvanized Corrugated 24 B. W. G. plain

h) Sheet black iron plain per quin. h) Sheet black iron plaini) upto 8 mm. dia. per quin. i) upto 8 mm. dia. i) upto 8 mm. dia. per quin. i) upto 8 mm. dia. ii) above 8 mm. and upto 14 mm per quin. ii) above 8 mm. and upto 14 mm iii) above 13 mm. and upto 50 mm per quin. iii) above 13 mm. and upto 50 mmj) Galvanized iron wire gauge per sq. m. j) Galvanized iron wire gauge

per sq. m. k) Expanded metal 2.00 cm. mesh 1.6/17 gauge Marble chips 3 mm. size.

21 Marble chips 3mm. size. Marble chips 3mm. size.a) white per quin. a) whiteb) Black per quin. b) Black

22 Marble dust per quin. Marble dust 23 Masonite sheet 3 mm. thick per sq. m. Masonite sheet 3 mm. thick24 Nails (country) per kg. Nails (country)25 Nails (wire) per kg. Nails (wire)26 a) Oil (linseed double boiled) per liter a) Oil (linseed double boiled)

b) Oil (Turpentine) per liter b) Oil (Turpentine)27 Paints (of superior quality ) Paints (of superior quality )

a) Paint (Anti corrosive Bituminous). per liter (in 20 lit. drum a) Paint (Anti corrosive Bituminous).b) Paint Black Japan per liter (in 20 lit. drum b) Paint Black Japan

per liter (in 20 lit. drum

d) Ordinary quality ready mixed paint per liter (in 20 lit. drum d) Ordinary quality ready mixed painte) Paint Ready mixed (Enamel) for floors. per liter (in one lit. drum e) Paint Ready mixed (Enamel) for floors.f) Dry colours for cement floors. f) Dry colours for cement floors. i) Dark green oxide per 20 kg bag. i) Dark green oxide ii) Deep black oxide per 20 kg bag. ii) Deep black oxide iii)Blue oxide per 20 kg bag. iii)Blue oxide iv)Chocolate exide per 20 kg bag. iv)Chocolate exide g) i) Red oxide primer surfacer for steel per liter (in 20 lit. drum g) i) Red oxide primer surfacer for steel ii) Red lead paint ready mixed for roofs. per liter (in 20 lit. drum ii) Red lead paint ready mixed for roofs.h) Paint enamel (synthetic) per liter (in 20 lit. drum h) Paint enamel (synthetic)i) Paint (aluminium) per liter (in 20 lit. drum i) Paint (aluminium)j) i) Paint primer for wood per liter (in 20 lit. drum j) i) Paint primer for wood ii) Paint primer for metal per liter (in 20 lit. drum ii) Paint primer for metalk) Road marking paint (spirit base) per liter (in 20 lit. drum k) Road marking paint (spirit base)l) i) Cement primer per liter (in 20 lit. drum l) i) Cement primer ii) Water proof cement paint per kg. (in 50kg. drum ii) Water proof cement paint

vi) Fibre-glass (density 32 kg/m2) of 25mm. thickness for walls

g) Sheet Galvanized Corrugated 24 B. W. G. plain

k) Expanded metal 2.00 cm. mesh 1.6/17 gauge Marble chips 3 mm. size.

c) Superior ready mixed, paints for woodor steel (All colours)

c) Superior ready mixed, paints for woodor steel (All colours)

Page 3: UPPWD Skelton Old

m) Varnishes m) Varnishes i) Clear synthetic. per liter (in 20 lit. drum i) Clear synthetic. ii) Copal per liter (in 20 lit. drum ii) Copal iii) Ordinary per liter (in 20 lit. drum iii) Ordinary

28 Water proofing compound per kg. Water proofing compound29 Polish (Mansion or wax) per kg. Polish (Mansion or wax)30 each a) Pipe (A.C. Rain water) 8 cm.internal dia. of 6' length each

b) do 10 cm dia each b) do 10 cm diac) do 15 cm dia each c) do 15 cm dia

each31 each a) Pipe (A. C. Bend and shoes) 8 cm. dia. Plain

b) do 10 cm. dia each b) do 10 cm. diac) do 15 cm. dia each c) do 15 cm. dia

d) Pipe(A. C. Bend with access door)8 cm. dia each d) Pipe(A. C. Bend with access door)8 cm. dia

e) do 10 cm. dia each e) do 10 cm. diaf) do 15 cm. dia each f) do 15 cm. dia

32 per sq. m. a) SheetsfAsbestos corrugated)grey 6 mm. thick

b) do (Asbestos plain) grey do per sq. m. b) do (Asbestos plain) grey doc) do(A. C. Ridges) per pair c) do(A. C. Ridges)d) (Gutters) each d) (Gutters)

33 a) Pipe Rain water (Cast iron) 5 cm. dia. per run. m. a) Pipe Rain water (Cast iron) 5 cm. dia.b) do 10 cm. dia per run. m. b) do 10 cm. dia

34 a) Pipe Rain water(C. I. Rose) 5 cm. dia. each a) Pipe Rain water(C. I. Rose) 5 cm. dia.b) do 10 cm. dia. each b) do 10 cm. dia.c) Pipe Rain water(C. I. Head) 5 cm. dia. each c) Pipe Rain water(C. I. Head) 5 cm. dia.d) do do 10 cm. dia. each d) do do 10 cm. dia.e) Pipe Rain water (C. I. Shoes) 5 cm. dia. each e) Pipe Rain water (C. I. Shoes) 5 cm. dia.f) do do 10 cm. dia. each f) do do 10 cm. dia.g) Pipe Rain water(C. I. Bend) 5 cm^ dia. each g) Pipe Rain water(C. I. Bend) 5 cm^ dia.h) do do ' 10 cm. dia each h) do do ' 10 cm. dia

35 a) Rope (Moonj) per kg. a) Rope (Moonj)b) do (Hemp) per kg. b) do (Hemp)c) do (Cotton) per kg. c) do (Cotton)d) do (G. I. Wire) 7 ply 2.5 cm. dia. per m. d) do (G. I. Wire) 7 ply 2.5 cm. dia.

36 Rivets per 50 kg. Rivets37 Sheet(celotex or equivalent) 13 mm. thick per sq. m. Sheet(celotex or equivalent) 13 mm. thick

38 Sand (coarse) approved per cu. m. 19.1139 Fine sand of fineness modulus 1.25 per cu. m. 12.7440 Surkhi per cu. m. 9.9141 a) Stone (Mirzapur) undressed per cu. m. a) Stone (Mirzapur) undressed

b) Stone (Mirzapur) upto 5 cm. thick flag .. per sq. m. b) Stone (Mirzapur) upto 5 cm. thick flag ..42 Whiting? per 50 kg. Whiting? 43 a) Washer (limpet) per doz. a) Washer (limpet)

b) Washer (Bitumen) per doz. b) Washer (Bitumen)c) Washer (G. 1.) per doz. c) Washer (G. 1.)

44 Wood preservative per liter (in 20 lit. tin Wood preservative

45 a) Wood Chaukhat sections (CP Teak) per cu. m. a) Wood Chaukhat sections (CP Teak)b) Wood Chaukhat sections (Shisham) per cu. m. b) Wood Chaukhat sections (Shisham)c) Wood Chaukhat sections (Indian sal) per cu. m. c) Wood Chaukhat sections (Indian sal)d) Wood Chaukhat sections (Deodar) per cu. m. d) Wood Chaukhat sections (Deodar)e) Wood Chaukhat sections (Kail) per cu. m. e) Wood Chaukhat sections (Kail)

a) Pipe (A.C. Rain water) 8 cm.internal dia. of 6' length each

a) Pipe (A. C. Bend and shoes) 8 cm. dia. Plain

a) SheetsfAsbestos corrugated)grey 6 mm. thick

Page 4: UPPWD Skelton Old

f) Wood Chaukhat sections (Country) per cu. m. f) Wood Chaukhat sections (Country)g) Wood Chaukhat sections (Chir) per cu. m. g) Wood Chaukhat sections (Chir)

46 a) Wood Planks (C.P.Teak) per cu. m. a) Wood Planks (C.P.Teak)b) Wood Planks (Shisham) per cu. m. b) Wood Planks (Shisham)

per cu. m.d) Wood Planks (Deodar) per cu. m. d) Wood Planks (Deodar)e) Wood Planks (Kail) per cu. m. e) Wood Planks (Kail)f) Wood Planks (Country) per cu. m. f) Wood Planks (Country)g) Wood Planks (Chir wood) … per cu. m. g) Wood Planks (Chir wood) …

c) Wood Planks (Indian-sal) c) Wood Planks

Page 5: UPPWD Skelton Old

CHAPTER-2Labour

Materials Unit Rate

1 2 3 4

194 Mistri per day 170.00

195 Mason per day 160.00

196 Carpenter per day 160.00

197 Blacksmith per day 170.00

198 Hammer man per day 105.00

199 Fitter per day 110.00

200 Thateher per day 100.00

201 Painter per day 140.00

202 Plumber per day 150.00

203 Stone cutter per day 160.00

204 Mate per day 110.00

205 Beldar per day 100.00

206 Mazdoor (Coolie) per day 100.00

207 Bhishti per day 130.00

208 Well sinker per day Well sinker

209 Bullockcart with two Bullocks and Driver per day 400.00

210 per day Mote or charsa including two bullocks, one driver and one puller

211 Sawyer per pair per day Sawyer per pair

212 White washer per day 140.00

213 Beldar for bitumen or Tar work per day 105.00

214 Glazier per day 120.00

215 Rivetter per day 120.00

216 Cane-man per day 100.00

217 Brick Moulder per day 105.00

CHAPTER-3Cartage

Sl. Description of Item of Work Analysis

No.

1 2 3

231 (a) Cartage of ballast, Kanker, coal grit or sand etc. including loading and unloading but excluding stacking on Pucca Roads.

Assume that 7 tonner truck will carry 4 cu. Metre of material.

1st km. As per statement 11.65 cost per cu. Metre 11.65

4.002nd & 3rd km. As per statement 2.23 cost per cu. Metre 2.23

4.004th & 5th km. As per statement 1.70 cost per cu. Metre 1.70

4.006th to 10th km. As per statement 1.24 cost per cu. Metre 1.24

Sl. No.

Mote or charsa including two bullocks, one driver and one puller

Page 6: UPPWD Skelton Old

4.0011th & 20th km. As per statement 0.83 cost per cu. Metre 0.83

4.0021th & 30th km. As per statement 0.67 cost per cu. Metre 0.67

4.00Beyond 30th km. As per statement 0.65 cost per cu. Metre 0.65

4.00

(c) For Bricks 1000 Nos. Reduce the above rates by 15%

232 (a) As in item (231) above but for cement, Steel or other such material.

1st km. As per statement 11.65 cost per ton 11.657.00Say

2nd & 3rd km. As per statement 2.23 cost per cu. Ton 2.237.00Say

4th & 5th km. As per statement 1.70 cost per cu. Ton 1.707.00Say

6th to 10th km. As per statement 1.24 cost per cu. Ton 1.247.00Say

11th & 20th km. As per statement 0.83 cost per cu. Ton 0.837.00Say

21th & 30th km. As per statement 0.67 cost per cu. Ton 0.677.00Say

Beyond 30th km. As per statement 0.65 cost per cu. Ton 0.657.00Say

(b) For Kachcha Roads :— Add 33 1/3% on the above rates

233

1st km. As per statement 11.65 cost per ton 11.655.00Say

2nd & 3rd km. As per statement 2.23 cost per cu. Ton 2.235.00Say

4th & 5th km. As per statement 1.70 cost per cu. Ton 1.705.00Say

6th to 10th km. As per statement 1.24 cost per cu. Ton 1.245.00Say

11th & 20th km. As per statement 0.83 cost per cu. Ton 0.835.00Say

21th & 30th km. As per statement 0.67 cost per cu. Ton 0.675.00Say

Beyond 30th km. As per statement 0.65 cost per cu. Ton 0.655.00Say

(b) For Kachcha Roads :- Add 331/3% on the above rates as per U.P. Parivahan Ayukta(Tech) U.P. letter no. 7329 TR dt. Jan 27 1962.

(a) As in item 231 above but forTar,Bitumen.Asphalt,Mobile oil or other such material.Note:- One truck will carry 22 Tar drums or 26Mexphalt drums. The average weight carted shall be 5 Tons per 7 Tonner Truck per trip.

Page 7: UPPWD Skelton Old

(b) For Kachcha Roads Add 33 1/3% on the above rates.

234

Contractor's profit 10%

235

TotalContractor's profit 10%

TotalRs. 127 per cu. metre. Say Rs. 1.25 per cu. Metre

(b) For brick 1000 nos. Reduce the above rate by 15 percent

236

Contractors profit 10%Total

Rs. 18.00 per wagon.(Taking wagon capacity 22 tons) Rate per ton

Eight Beldar will suffice for this job at Rs. 3.25 per day

Contractor's profit 10% Total

(Taking wagon capacity 22 tons) Rate per ton 28.60/22...Rs. 1.30 per ton

Total

Hence rate 424x0802240

Collar weight average half 134/2=67Total

Hence rate

237

Beldar 1/4 no. at Rs. 3.25 per day

Contractor's profit at10% Total

Cartage of Ballast, kankar, coal, grit or sand etc. by head load upto 90 metres (3 chains only including loading and unloading but excluding stacking.

Coolie 1/4 for loading and 1/2 for carriage i. e. 3/4 ccolie at Rs. 2.50 per day T&P L. S.

Total : 2.16 cft. per chain Say Rs. 2.20 or Rs. 0.75 per cu.metre per 30 metre

Loading and unloading of material like Ballast, kankar. coal or grit. etc. excluding their stacking

Loading :-Four Beldars will take one hour in loading 100 cft. of material. Beldars 4/8 nos, at Rs.3.25 per day

Unloading :- 4 Beldars will take one hour in unloading Beldar 4/8 on at Rs. 3.25 per day

(a) Unloading of cement. Tar, or Bitumen drums, lighter ;teel sections and other such materials from wagons and stac king the same on platform.

Five Beldars will suffice for this job for one day per Wagon, Beldars 5 nos. at Rs. 3.25 per day

(b) As in item 236 above but for heavy articles like joists etc. machineries and unwieldy structures.

(C) As in item 236 above but for R. C. C. Hume pipe 30 cm. to 46 cm. dia and 1.8 M. to 2.5 M. in length

Weight of 30 cm. dia. H. P. In a length of 8...51x8 Collar weight average half 32/2

(including necessary collars for which nothing extra will be paid).

(d) As in item No. 236 (c) above but for Hume pipes of 50 cm. to 95 cm.dia.

Weight o'r 77 cm. dia. hume pipe in a length of 2.5 m. = 182x8=1,456 lbs

(a) Stacking of bricks on edge in rows of two to a height of ten bricks and in a length of 100 bricks after dressing l evelling as required where bricks are to be stacked

Page 8: UPPWD Skelton Old

Say Rs.

Stacking BeldarContractors profit @ 10 % including T & P.

TotalSay

Contractor's profit @ 10 %

2384 Beldars will suffice Rs. 3.25 per day

Contractor's profit @ 10%Total

Contractor's profit @ 10 %Total

Rate per ton

239

Contractor's profit 10%Total

Average rate per km.Reduce the rate of item

One truck will carry 16 hume pipes per trip.

1st km. 11.6516.00

2nd & 3rd km. 2.2316.00

4th & 5th km. 1.7016.00

6th to 10th km. 1.24

(b) Stacking of coal, surkhi, sancf, lime stone, grit, stone/brick ballast and boulders etc. to the required sizes of stacks after necessary dressing of site where such materials are to be stacked.

Dressing, levelling, ramming side berms including, filling. Coolie 1 /5 no. at. Rs. 2.50 per day

(c) As in item 237 above but when the materials are either cement/steel.

3 Beldars will take one hour in stacking 1 Ton 3/8 no. at Rs. 3.25 per day

(a) Loading of cement. Tar, Bitumen drums. Lighter sections of steel and other such materials into wagons.

(b) As in item 238 (a) above but for heavy articles like joists ect. Machineries and unwieldy structures.

12 Beldars will suffice for this job at Rs. 3.25 per day

(a) Cartage of heavy articles like joists etc. machineries and unwieldy structure including loading, unloading but excluding stacking. (0 to 8 km. by thela)

One Buffalow thela with driver etc, will carry one ton and will take 4 hours for covering a distance of average

8 km. no. at Rs. 25.00 per day

(b) As in item No. 239 (a) above but when the distance exceeds 8 km.

239 (a) by 50 per cent for subsequent Kilo metre beyond 8 km.

(c) Cartage of R.C.C. Hume pipe 30 cm. to 46 cm.dia.and 1.8 M.to 2.5 M.in length (including collars for which nothing extra will be paid) including loading & unloading. Hence all rates as per schedule item No.

231 comes to

Page 9: UPPWD Skelton Old

16.00

11th & 20th km. 0.8316.00

21th & 30th km. 0.6716.00

Beyond 30th km. 0.6516.00

1st km. 11.655.00

2nd & 3rd km. 2.235.00

4th & 5th km. 1.705.00

6th to 10th km. 1.245.00

11th & 20th km. 0.835.00

21th & 30th km. 0.675.00

(d) As in item No. 239 (c) above but for R.C;C. Hume pipes 50 cm. to 95 cm. dia &1.8M. to 2.5 M. in length. Carriage to be done by truck or by thela.

One truck will carry 5 hume pipe per 7 tonner truck per trip. As per statement.

Page 10: UPPWD Skelton Old

CHAPTER-4Earth Work and Excavation

Item of Work Unit Qnty Rate

1 2 3 4 5.00

251

Mistri per day 1/8 no. 170.00Beldars per day 6 no. 100.00Coolie per day 7 no. 170.00Blacksmith for sharpening Tools, etc per day 1/8 no. 170.00T & P and Basket etc. L.S.

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

252

Mistri per day 1/8 no. 170.00Beldars per day 8 no. 100.00Coolie per day 7 no. 100.00Blacksmith for sharpening Tools, etc per day 1/6 no. 170.00T & P and Basket etc. L.S.

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

253

Mate per day 1/10 no. 110.00Beldar per day 2 no. 100.00Coolie per day 3 no. 100.00Blacksmith per day 1/8 no. 170.00Dressing Beldar per day 1/8 no. 100.00T & P, L S.Coolie per day 6 no. 100.00Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

554

Coolies per day 2 no. 100.00

T & P L.S.

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

255

Local sand per % cft. 1000 cft.

Beldar per day 3 no. 100.00

Sl. No.

Excavation in foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m. (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. (100 fts) from the foundation trenches.

As in item no. (251) above but excavation in soil mixed with moorum/shingle kankar requiring the use of special T & P such as pickaxes, subbals etc.

Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ metre (20") in depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lifts and 30 m. (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge.

Add to items (251-253) for every additional 30 m. (100') lead or part of 30 m. (100 ft.) or for every additional 1.5 m. (5 ft.) lift or part of 1.5 m. (5 ft).

Sand filling in plinth including supply of necessary quan¬tity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and includhg watering, dressing etc. Rate to include cost of all materials. labour and T & P etc. required for proper completion of the work.

Page 11: UPPWD Skelton Old

Coolie per day 5 no. 100.00

Bhisti per day 3/4 no. 130.00

T & P etc L S

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

256

Mistri per day 1/8 no. 170.00

Beldar per day 10 no. 100.00

Coolie per day 7 no. 100.00

Blacksmith for sharpening Tools, etc. per day 1/4 no. 170.00

T & Pand Basket etc. L. S.

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

257

For 1000 cft.

Mistri per day 1/8 no. 170.00

Beldar per day 8 no. 100.00

Coolie per day 6 no. 100.00

Blacksmith for sharpening Tools etc. per day 1/6 no. 170.00

T & P and Basket etc. L S.

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

258 Extra rate for quantities of work executed under(a) In or under water and or liquid mud. per %o cft.

(b) In or under foul position. per %o cft.

Note: The extra in rates is applicable in respect of each item but to limited quantities of work excavated in these difficult conditions.

259

Take 1000 cft.

Beldar per day 1 no. 100.00

Coolie per day 0.5 no. 100.00

T & P and Basket etc. L. S

Contractor's profit @ 10%Rate per 1000 Cuft TotalRate per 100 Cum

Same as in item i no. 251 above but excavation in Skeleton analysis based on hill soil mixed with gravel and boulder. Schedule of rate s P.W.D.sl. no. 157

As in item 251 above but excavation in black cotton soil in Bundelkhand area requiring use of special tools and plants such as pick axes and sabbal etc.

Clearing jungla including uprooting of rank vegetati¬ons grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared. Analysis of rates on the basis of item 41 of CPWD analysis of 1S55 schedule).

Page 12: UPPWD Skelton Old

CHAPTER-5Concrete

Item of Work Unit Qnty Rate

1 2 3 4 5.00

271

Materials -Brick Ballast per % cft. 100 cft. 19.82Kankar Lime per % cft. 33 cft. 110.99Labour -Mistri per day 1/8 no. 170.00Mason per day 1/3 no. 160.00Beldar per day 3 no. 100.00Coolie per day 3 no. 100.00Bhisiti per day 0.5 no. 130.00Blacksmith per day 1/8 no. 170.00T&P and Sundries L. S.

Total1. Materials2. Labour

Total1.50 % water charges

Rate per 100 Cft TotalRate per Cum

272

Materials -Brick Ballast per % cft. 100 cft. 19.82White Lime per % cft. 15 cft. 550.00Surkhi per % cft. 30 cft. 9.91Labour -Mistri per day 1/8 no. 170.00Mason per day 1/3 no. 160.00Beldar per day 3 no. 100.00Coolie per day 3 no. 100.00Bhisiti per day 0.5 no. 130.00Blacksmith per day 1/8 no. 170.00T&P and Sundries L. S.

Total1. Materials2. Labour

Total1 .5% water charges

Rate per 100 Cft TotalRate per Cum

273

Materials -

Sl. No.

Concrete with 4 cm. (1.5") gauge brick ballast and kankar lime, in foundations and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Add contractor's profit @ 10% except on cost of Brick Ballast i.e. on Rs.

Concrete with 4 cm. (1.5") gauge brick ballast, white lime and surkhi in foundations and under floors in the proportions of 100 : 16 : 32, including supply of all materials. labour and T&P etc. required for proper completion of the work (unslacked lime brought to powder at site to be used).

Add contractor's profit @ 10% except on cost of Brick Ballast i.e. on Rs. 74.50

Concrete with 4 cm. (1.5") gauge brick ballast, Fine local sand of 1.25 Fineness modulous and cement in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 13: UPPWD Skelton Old

Brick Ballast per % cft. 100 cft. 19.82Fine Sand of 1.25 (F.M.) per % cft. 48 cft. 12.74Cement per 50 kg.bag. 6.4 bag. 225.00

Total

TotalLabour -Mistri per day 1/8 no. 170.00Mason per day 1/3 no. 160.00Beldar per day 3 no. 100.00Coolie per day 3 no. 100.00Bhisiti per day 1 no. 130.00Blacksmith per day 1/8 no. 170.00

Total1- Materials2.Labour

Total1.5% water charges

Rate per 100 Cft TotalRate per Cum

274 As in item (273) above but in the proportion of 10:5:1Materials -Brick Ballast per % cft. 100 cft. 19.82Fine Sand of 1.25 (F.M.) per % cft. 50 cft. 12.74Cement per 50 kg.bag. 8 bag. 225.00

Add 2.5% wastage on cement and sand. Total

Labour:—Same as in item 273 1. Materiasl2. Labour including stacking

Total1.5% water charge

Rate per 100 Cft TotalRate per Cum

275 As in item (273) above, but in the proportion of 8:4:1.Materials -Brick Ballast per % cft. 100 cft. 19.82Fine Sand of 1.25 (F.M.) per % cft. 50 cft. 12.74Cement per 50 kg.bag. 9.3 bag. 225.00

TotalAdd 2.5% wastage

TotalLabour:—Same as in item 273 1. Materiasl2. Labour including stacking

Total1.5% water charge

Add 2.5% wastage on cement and sand i.e.on Rs. 81.60

T&P and Sundries etc, hire of C.C. Mixer, Lubricants e.c. including wastage of materials at 2.5% L.S.

Add contractor profit 10% on Rs. 36.00 except on cost of cement brick ballast and sand.

Add Contractor's profit @ 10% on Rs. 36.00 except on cost of cement, sand and Brick ballast.

Page 14: UPPWD Skelton Old

Rate per 100 Cft TotalRate per Cum

276

Beldar per day 1 no. 100.00Coolie per day 4 no. 100.00T & P and scaffolding etc. L.S.

TotalRate as per item No. 271Extra labour etc. for lift & pinning Add 1.5% water charges on Rs. 538.4010% contractor's profit on Rs. 538.40Rate per 100 Cft TotalRate per Cum

277

Rate as in item 276

Brick ballast per % cft. 100 cft. 21.23Cost of Extra Kankar Lime 45-33-12 cft. per % cft. 12 cft. 110.99

1.5% water charges on tnis extra cost.Bail and Gur L.S.Contractor's profit @ 10% on A

Total

278

Materials -Brick Ballast per % cft. 100 cft. 19.82White Lime per % cft. 15 cft. 110.99(unslacked lime brought to powder at site)Bail, Gur etc. L.S.Surkhi per % cft. 30 cft. 9.91

TotalLabourMistri per day 1/8 no. 170.00Mason per day 1/3 no. 160.00Beldar per day 4 no. 100.00Coolie per day 6 no. 100.00Bhisiti per day 0.5 no. 130.00Blacksmith per day 1/8 no. 170.00T&P and basker etc. L.S.

Total1- Materials2.Labour

Total1.5% water charges

Total

Rate per 100 Cuft TotalRate per 100 Cum

Contractor's profit @ 10% on Rs. 36.00 except on cost of cement, sand and brick ballast.

As in item (271) above but for haunch filling. Rate as per item no. 271. 129.67 per%cft Extra labour for lift and pinning.

As in item (271) above but for roof terracing'with 2.5 cm. (1") gauge including raking a shallow drain on the edge if desired by the Engineer-in-charge.

Add difference in cost of 4 cm. and 2.5 cm. gauge.

Concrete with 4cm. (1") gauge brick ballast, white lime and surkhi in the proportion of 100:18:36 in roof terracing, including supply of all materials, labour, and T&P etc. required for proper completion of the work (Unslacked lime brought to powder to be used).

Add contractor profit 10% on except on cost of cement brick ballast and sand.

Page 15: UPPWD Skelton Old

279

Materials -Stone ballast 1.5" gauge per % cft. 90 cft. 43.13Coarse sand per % cft. 45 cft. 19.11Cement per 50 kg.bag. 18.9 bag. 225.00

TotalAdd 2 and 1/2 % wastage on coarse sand and cement

TotalLabourLabour : Mistri per day 1/10 nos. 170.00Mason per day 0.5 nos. 160.00Beldar per day 4 nos. 100.00Coolie per day 4 nos. 100.00Bhisti per day 2 nos. 130.00Blacksmith per day 1/10 nos. 170.00

Total1. Materials2. Labour

Total1.5% water charges

Rate per 100 Cft TotalRate per Cum

280 As in item (279) above but in the proportion of 6 : 3 : 1.

Materials -Stone ballast per % cft. 92 cft. 43.13Coarse sand per % cft. 46.5 cft. 19.11Cement per 50 kg.bag. 12.7 bag. 225.00

TotalLabour - Same as in item 2791. Materials2. Labour

Total1.5% water charges

Total

281 As in item No. (279) above but in the proportion of 8 : 4 : 1.

Materials -Stone ballast per % cft. 94 cft. 43.13Coarse sand per % cft. 48 cft. 19.11Cement per 50 kg.bag. 9.8 bag. 225.00Add 2.5% wastage on cement and coarse sand

Total

Cement concrete with 4 cm. (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

T & P and sundries etc. hire of C.C. Mixer, lubricant etc. L.S.

Contractor's profit @ 10% on Rs. 46.20 except on cost of cement, sand and stone ballast

Add 2.5% wastage on coarse sand and cement.

Contractor profit @ 10% on Rs. 46.20 Except on cost of cement, coarse sand and stone ballast.

Labour - Same as in item No. 279

Page 16: UPPWD Skelton Old

1. Materials 2. Labour

Total1.5% water charges

Total

282

1. Cost of 1 : 2 : 4 C.C. as per item 279

per % cft. 90 cft. 37.88

per day 4 nos. 170.00

5. Binding wire and wastage of steel L. S.Total

1.5% water charges on Rs. 99.00

TotalContractor's profit @ 10 % on Rs. 73.48

except on cost af grit and the rate of S.I. (No. 279) Total

283

1. Same as in item No. 279 above,

per % cft. 90 cft. 37.88

per day 2 nos. 170.00

5. Cost of centering etc. with extra labour.Total

1.5% water charges on Rs. 88.00

TotalContractor's profit @ 10% on Rs. 62.32except on rate of S. I. No. 279 and on ballast.

Total

284 As in item No. 283 above but for slabs. Rate as per S.I. 283Add extra cost of centering and shuttering Add 10% contractors profit on Rs. 0.80

Total

285 As in item (283) above but in the lighter beams, i.e. having spans above 6 m. (20')Rate as in item 283 above

Add for ordinary brick or bailie supports L.S.

Add Contractor's profit @ 10 % except on cement, sand and stone ballast i.e. on Rs. 46.20

Cast cement concrete door sills, chaukhats boundry posts, shelves and similar small work with cement, approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, and inclu¬ding the cost of binding wire, moulds and all other materials, labour and T & P etc. required for proper completion of the work.

2. Add difference in cost of 1and 1/2" gauge and 3/4" gauge ballast.3. Blacksmith for binding & fixing reinforcement4. Cost of mould & extra cement and labour for floating coat etc. L. S.

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.

2. Add difference in cost of 1 A" gauge and 3/4" gauge stone ballast.3. Blacksmith for binding & fixing reinforcement 4. Cost of binding wire & extra cement & labour for floating coat etc. L.S.

Page 17: UPPWD Skelton Old

10% Contractor's profit on Rs. 1.30 Total

286 As in item (283) above but in heavier beams, i.e. having spans above 6 m. (20').Rate as in item (283) above

10% Contractor's profit on Rs. 1.85 Total

287 As in item (283) above but in R. C. C. Raft foundation and footing with 4 cm. (1.5") gauge approved stone ballast.Rate as in item No. 279 above

Blacksmith for binding and reinforcement. per day 0.5 nos. 170.00

Contractor'profit @ 10% on Rs. 42.75Total

288 As in item (283) above but in R.C.C. T beam and slab roofs and R. C. C. columns.Rate as in item No. (283) above

Contractor's profit @ 10% on Rs. 1.40 Total

289 As in item no. (283) but on R. C. C. columns in 1 : 1and 1/2 : 3.Rate as in item No. 288 above

Add difference in cost of materials to bo used.Stone Ballast per % cft. 5 cft. 37.88Coarse sand per % cft. 2.5 cft. 19.11

Cement per 50 kg.bag. 4.65 bag. 225.00

1.5% water charges on Rs. 36.57Total

290Stone Ballast 2 cm. (3/4") per % cft. 6.3 cft. 37.88Coarse sand per % cft. 3.2 cft. 19.11Cement per 50 kg.bag. 1.32 bag. 225.00

Difference in rate of shingle and stone grit.

Contractor's protit 10% on Rs. 38.00

Total

291

Rate of 1.5" gauge brick ballast. per % cft. 100 cft. a) 5.00 Rate of 2" gauge brick ballast. per % cft. 100 cft.

Difference

Add for water charges 1.5%

TotalRs. 5.07 per % cft. or Rs. 1.79 per cu. metre. Say Rs. 1.80 per cu. Metre

292

Rate of 1and 1/2 gauge stone ballast. per % cft. 100 cft. 0.00

Rate of 2" gauge stone ballast. per % cft. 100 cft.Difference

Add for masonry or bailie supports and stronger shuttering

Cost of binding wire, pumping out of water if any L.S.

Add for masonary or bailie supports and stronger shuttering

As in item (282 to 288) above but when shingles are used. Deduct from item 282 to

Deduct rate of concrete for using 5 cm. (2") gauge brick ballast in schedule item no.272 to 276, instead of 4 cm. (1.5") gauge brick ballast.

Deduct rato of concrete for using 5 cm. (2") gauge stone ballast in schedule item no. 279 to 281 instead of 4 cm. (1 and 1/2f) gauge stone ballast.

Page 18: UPPWD Skelton Old

Add for Water charges 1.5 %Total

So difference for 90 cft. ballast to be used in 100 cft. of concrete =10x9/10=9.00

Page 19: UPPWD Skelton Old

CHAPTER - 6BRICK WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

301-

Materials : Bricks per %o 1300 2.70

Kankar lime per % cft. 30 cft. 110.99Total

Labour : Mistri per day 1/6 no. 170.00

Mason per day 2 nos 160.00

Beldar per day 2 nos 100.00

Coolies per day 2 nos 100.00

Bhisti per day 1/2 nos 130.00

T & P etc., L.S.Total

MaterialsLabourAdd 1.5% water charges for curing

Contractor's profit @ 10%Total

302-

Materials : Bricks per % nos. 1300 2.70

Surkhi per % cft. 22 cft. 9.91

White lime per % cft. 11 cft. 550.00Total

Labour : Same as in item No. 301 27.45

MaterialsLabour

Total

Add 1.5% water chargesContractor's profit @ 10%

Total

(a)

Materials : Bricks per % nos. 1300 nos. 2.70

Surkhi per % cft. 24 cft. 9.91

per % cft. 8 cft. 550.00

Total

Labour : Same as in item No. 301 27.45

MaterialsLabour

Total

Add for water charges 1.5%Contractor's profit @ 10%

Total

Sl. No.

First class brick work in kankar lime in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

First class brick work in one white lime and two surkhi mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

First class brick work in one white lime and three surkhi mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

White (lime brought to powder at site from unslacked lime)

Page 20: UPPWD Skelton Old

303-

Materials : Bricks per % nos. 1300 nos. 2.70

Fine sand of 1.25 F.M. per % cft. 27 cft. 12.74

Cement per 50 kg bag. 3.75 bag. 225.00Total

Labour : Same as in item No. 301 27.45

MaterialsLabour

Total

Add 1.5%% water charges Total

10% Contractor's profit on Rs. 107.73Total

304- As in item (303) above but in 1 : 5 cement and fine sand of 1.25 F.M. mortar. Materials : Bricks per % nos. 1300 nos. 2.70

Fine sand of 1.25 F.M. per % cft. 27 cft. 12.74

Cement per 50 kg bag. 4.5 bags. 225.00Total

Labour : Same as in item No. 303 27.45

MaterialsLabour

Total

Add for water charges 1.5%Total

Contractor's profit @ 10% on Rs. 107.85(excluding cost of cement and sand) Total

305- As in item 303 above but in 1 : 4 cement and fine sand of 1.25 F.M. mortar. Materials : Bricks per % nos. 1300 nos. 2.70

Fine sand of 1.25 F.M. per % cft. 27 cft. 12.74

Cement per 50 kg bag. 51/4 bags. 225.00Total

Labour : Same as in item No. 303 27.45

MaterialsLabour

Total

Add 1.5% water charges Total

Contractor's profit @ 10% on Rs. 107.97(excluding cost of cement and sand) Total

306- As in item 303 above but in 1 : 3 cement and fine sand of 1.25 F.M. mortar. Materials : Bricks per % nos. 1300 nos. 2.70

Fine sand of 1.25 F.M. per % cft. 27 cft. 12.74

Cement per 50 kg bag. 7.5 bags. 8.9 cft. 225.00Total

Labour : Same as in item No. 303 27.45

MaterialsLabour

Total

Add 1.5% water charges Total

Contractor's profit @ 10% on Rs. 108.33(except on cost of cement and sand) Total

First class brick work in 1 : 6 cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 21: UPPWD Skelton Old

307- As in item 303 above but in 1 : 3 cement and coarse sand mortar. Materials : Bricks per % nos. 1300 nos. 2.70

Coarse sand per % cft. 27 cft. 19.11

Cement per 50 kg bag. 7.5 bags. 225.00Total

Labour : Same as in item No. 303 27.45

MaterialsLabour

Total

Add 1.5% water charges Total

Contractor's profit @ 10% on Rs. 108.73(excluding cost of cement and sand) Total

308-Materials : Bricks per % nos. 1300 nos. 2.70

Earth per % cft. 30 cft.Total

Labour : Same as in item No. 303 27.45

MaterialsLabour

Total

Contractor's profit @ 10% Total

309-

Extra labour required :1. Mason per day 1 no. 160.00

2. Coolie per day 1 no. 100.00

3. Scaffolding etc. L.S.Total

Add 1.5% water charges Total

Contractor's profit @ 10%Total

310- As in item (309) above but for wall of one brick thick. Add for extra labour.Mason per day 1 no. 160.00

Coolie per day 1 no. 100.00Total

Add 1.5% water charges Total

Contractor's profit @ 10%Total

As in item (309) above but for wall of half brick(4½") thick. Add for extra labour.

Extra labour over item no. 310.Mason per day 0.5 no. 160.00

Coolie per day 0.5 no. 100.00Total

First class brick work in mud mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

As in item (301) to (304) above but in the super-structure including necessary cutting and moulding of bricks as required and also including honey comb brick, work thickness of wall not to be less than 1½ brick thick. Add for extra labour to above items.

310-(a)

Page 22: UPPWD Skelton Old

Add 1.5% water charges Total

Contractor's profit @ 10%Total

Rate of item no. 310Total

As in item (309) above but wall up to 3" thick. Add for extra labour.

Extra labour over item no. 310 (a).Mason per day 0.5 no. 160.00

Coolie per day 1 no. 100.00Total

Add 1.5% water charges Total

Contractor's profit @ 10%Total

Rate of item no. 310 (a)Total

311- For second class brick work deduct from items (301) to (310) (310)Difference in cost of bricks. per % nos. 1300 nos.

Water charges 1.5% Total

Contractor's profit @ 10%Total

312- For third class brick work in mud mortar deduct from item (301) to (310).Difference in cost of bricks. per % nos. 1200 nos.

per % nos.

Less workmanship required L.S. Total

Add contractor's profit @ 10%Total

313-

Materials : Bricks including wastage per % nos. 1300 nos.

Earth per % cft. 30 cft.Total

Labour : Mistri per day 1/6 no. 170.00

Mason per day 2 nos. 160.00

Beldar per day 2 nos. 100.00

Coolie per day 2 nos. 100.00

Bhisti per day 1/4 no. 130.00

T & P etc.Total

MaterialLabour

Total

Contractor's profit @ 10% Total

310-(b)

Deduct cost of 1300-1200=100 1st class bricks.

Sundried Brick work in mud mortar in foundation and plinth, including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 23: UPPWD Skelton Old

314-

Mason per day 2 nos. 160.00

Beldar per day 1 nos. 100.00

Coolie per day 2 nos. 100.00

Centering and Shuttering etc. L.S.Total

Add 1.5% water charges Total

Contractor's profit @ 10% Total

315-

Mason per day 2 nos. 160.00

Beldar per day 1 nos. 100.00

Coolie per day 2.5 nos. 100.00

Centering and Shuttering etc. L.S.Total

Add 1.5% water charges Total

Contractor's profit @ 10% Total

316-

Mason per day 2.5 nos. 160.00

Beldar per day 1 nos. 100.00

Coolie per day 3 nos. 100.00

Centering and Shuttering etc. Total

Add 2.5% water charges Total

Contractor's profit @ 10% Total

317-

Mason per day 0.5 nos. 160.00

Beldar per day 2 nos. 100.00Total

Add 1.5% water charges Total

Contractor's profit @ 10% Total

318-

First class brick work in arches including shuttering and centering add to items (301 - 307). Extra labour, centering and shuttering required.

As in item 314 above but in jack arches, including shuttering & centering add to item 301-307. Extra labour, centering and shuttering required.

As in item 314 above but in well steining with ordinary bricks, add to item 301-307. Extra cost of labour, centering and shuttering etc.

As in item 316 above but in well steining but with specially moulded bricks. Add to item 316. Extra labour required for workmanship and handling.

11.5cm. (4½") thick string or drip course with 6 cm. (2.1/4") projection of first class brick in kankar lime including 12mm (½") thick lime plastering with simple moulding and cutting drip notch as required and including supply of all materials, labour and T & P etc. required for proper completion of the work.

Bricks required for projected portion, 100rft. 3/16x3/8x100x1300/100=91 nos.

Page 24: UPPWD Skelton Old

Bricks per % nos. 100 nos. 2.70Kankar lime masonary3/16x3/8x100x30/100 = 2.10 cft.

For plaster 100x3/4=75 cft. 5cft. = 3.75 cft.

Total = 5.85 cft.

Kankar lime per % cft. 5.85 cft. 110.99

Labour : Mistri per day 1/50 nos. 170.00

Mason per day 3.5 nos. 160.00

Coolie per day 2 nos. 100.00

Bhisti per day 1/12 no. 130.00

T & P scaffolding etc. per dayTotal

Add 1.5% water charges Total

Contractor's profit @ 10% Total

319- As in item (318) above but both masonary and laster in 1:6 cement and fine sand of 1.25 F.M. Labour as per item no. 318 above.

Bricks same as in item no. 318 above 2.70

Cement plaster per 50 kg.bag. 0.77 bag.

([email protected]%sft. = 0.62 cft.

Masonary (7cft. @ 4.2cft. Per%cft. = 0.29 cft.

Total = 0.91 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft. 12.74Total

Add 1.5% water charges

(except cost of cement and sand) Total

320-

Brick work in 1st course=1/4x3/16x100 = 4.70 cft.

2nd course = 2x4.7 = 9.40 cft.

3rd course = 3x4.7 = 14.10 cft.

Total = 28.20 cft.

Plaster = 100x(221/4") 1/12 = 187.50 sft.

Bricks = 28.2x1300/100+10% = 402.00 say 400 nos.

Kankar limeIn masonary 28.2x30/100 = 8.46 cft.

In plaster 187-5x5/100 = 9.37 cft.

Total = 17.83 cft. say 18.00 cft.

Bricks per % nos. 400 nos. 2.70

Kankar lime per % cft. 18 cft. 110.99

Labour : Mistri per day 1/20 nos. 170.00

Mason per day 6.5 nos. 160.00

Coolie per day 4 nos. 100.00

Bhisti per day 1/8 no. 130.00

T & P scaffolding etc.Total

Wastage at the rate of 10% = 9nos. Bricks total : 100 bricks.

Contractor's profit @ 10% on Rs. 40.23-6.75= 33.48

As in item (318) above but in 23cm. (9") cornice in three courses with 6 cm. (21/4") projection in each course in kankar lime with 12mm. thick lime, plaster or pointing take length of 100 rft.

Page 25: UPPWD Skelton Old

Add 1.5% water charges Total

Contractor's profit @ 10% Total

321- As in item 320 above but both masonary and plaster and pointing in 1.6 cement and local sand mortar.Materials Bricks per % nos. 400 nos. 2.70

Local sand of 1.25 F.M. includingwastage per % cft. 25 cft.

Cement per 50 kg.bag. 2.32 bag. 225.00

Labour as per item 320 aboveTotal

Add 1.5% water charges Contractor's profit @ 10% on Rs. 76.55(except on cement and sand) Total

322-

Wastage of bricks @ 10% per % nos. 7 nos.

Mason for cutting bricks per day 4 nos. 160.00

Labour for rubbing & carriage (coolie) per day 3 nos. 100.00

T & P etc. L.S. Total

Contractor's profit @ 10% Total

323-

Beldar per day 1 nos. 100.00

Coolie per day 1 nos. 100.00

Hire of pins and struts L.S. per dayTotal

Cutting opening, cleaning of bricks and stacking them within 2 chain as directed by the Engineer-in-charge.Beldar per day 1.5 nos. 100.00

Coolie per day 2 nos. 100.00

Mistri per day 1/12 nos. 170.00

T&P etc. L.S.Total

Contractor's profit @ 10% Total

324-

Cement : In Brick work in 1.6 cement an local sand 28.2/100x4.2=1.186 cft.In plaster 187.5cft.=8/5/100x0.83=1.554/ 2.740 cft. = 2.32 bag.

Extra cutting of bricks for moulding as required for cornice, etc, including rubbed finish not exceeding 11.5 cm. (4.5") with (labour only take 100 rft.)

Making opening through walls in lime or cement mortar for doors and windows or enlarging existing opening or cutting out brick work for under pinning including necessary supports staging etc. cleaning site and stacking the dismantled materials at the place as directed by the Engineer-in-charge within a distance of 60 metres (200ft.). Assuming size of opening 5ft. wide and 7 feet height and 1 1/8 ft. thick = 40cft. Labour for making holes for pins, fixing pins for proper safety of super structure and removing the came after completion of the job pins na holes.

Laying reinforced brick work in sunshades with first class brick laid in cement and approved coarse sand mortar 1:3 excluding supply of reinforcement and its bending but including its fixing in position and binding the same with 24 B.W.G.I. Binding wire and including all centering and shuttering etc. and curing and also including cost of binding wire, supply of all materials labour and T&P etc. required for proper completion of the work.

Page 26: UPPWD Skelton Old

Rate for R.B. slab as per item no. 535

Less 1.5% water chargesLess Contractor's profit @ 10%

Total

325- As in item (324) but in lintelsAs in item 324 above

Total

326-

Details of cost for a single l section 8'x3"x6"Brick work in 1:3 1x8x1/6x5/12=1.1 cft.Ditto per % cft. 1.1 cft.

Wire gauge including wastage : 8x1.5=12 sft.Ditto per % sft. 12 sft.

Cost of binding and placing wire gaugeBlacksmith per day 1/4 nos. 170.00

Beldar per day 1/4 nos. 100.00Total

8x1 1/4=10sft. per % sft. 10 sft.Total

Labour as per item 320 aboveTotal

1.5% water charges on Rs. 14.48 Contractor's profit @ 10% on Rs. 14.48

Total

327- Add to all items of brick work in superstructure extra for brick work in circular pillar.Details of cost per % cft.Extra Bricks per %o 4 no.

Labour for cutting and dressing bricks etc.Mason per day 4 nos. 160.00

Coolie per day 1 nos. 100.00Total

1.5% water charges Contractor's profit @ 10%

Total

Deduct for less cost of centering materials 10% on Rs. 12.92 (from item 535)

Deduct : less labour required due less cost of centering and staging including 10% contractor's profit

Encasing rolled steel sections as in beams and columns in 1:3 brick work in cement and approved coarse sand with 10mm. (3/8") thick cement plaster in 1:3 cement and approved coarse sand including supply and fixing of wire netting of required gauge where necessary including supply of all material, labour and T&P etc. required for proper completion of the work.

Cement plaster in 1:3 (cement and approved coarse sand).

Page 27: UPPWD Skelton Old

CHAPTER - 7DAMP COARSING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

360-

Materials : Coarse sand per % cft. 6.25 cft. 19.11

Cement per 50 kg.bag. 2.6 bag. 225.00

per kg. 3.4 kg.

Total

Labour : Mistri per day 1/20 no. 170.00

Mason per day 1/4 nos 160.00

Beldar per day 1/4 nos 100.00

Coolies per day 1/4 nos 100.00

Bhisti per day 1/8 nos 130.00

Sundries L.S.Total

1.5% water charges

Contractor's profit @ 10% on Rs. 16.62Total

361-

Materials : Stone ballast per % cft. 7.5 cft. 37.88

Cement per 50 kg.bag. 2.3 bag. 225.00

per kg. 2.3 kg.

Total

Labour : Mistri per day 1/16 no. 170.00

Mason per day 1.5 nos 160.00

Beldar per day 1.5 nos 100.00

Bhisti per day 1/8 nos 130.00

Sundries L.S.Total

1.5% water charges

Contractor's profit @ 10% on Rs. 25.66except on cost of cement, sand and ballast. Total

Sl. No.

2cm. (3/4") thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers, including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary.

Water proofing compound as specified by the manufactures

As in item (360) above but 2.5 cm. (1") thick and of cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13mm. (1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers.

Water proofing compound as specified by the manufactures

Page 28: UPPWD Skelton Old

CHAPTER - 8STONE WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

370-

Cost of 2" thick stone at site including carriage per % cft. 1 cft.

Dressing Charges :Stone mason per day 1/10 no. 160.00

Blacksmith per day 1/36 no. 170.00

Beldar per day 1/48 no. 100.00

Coolie per day 1/48 no. 100.00

Fixing Charges :Stone mason per day 1/48 no. 160.00

Beldar per day 1/32 nos 100.00

Blacksmith per day 1/336 nos 170.00

Bhisti per day 1/96 nos 130.00

Scaffolding materials and water charge L.S.Total

Contractor's profit @ 10% Total

371-

Stone per % sft. 106 sft. 43.13

Cement per 50 kg.bag. 2 bag. 225.00

Fine sand of 1.25 F.M. per % cft. 15 cft. 12.74

Coolie per day 12 no. 100.00

Bhisti per day 1/4 nos 130.00

Blacksmith and Mason per day 1 no. 170.00

Beldar per day 1.5 nos 100.00

Sundries, scaffolding and water charge L.S.Total

Contractor's profit @ 10% on Rs. 141.51Total

372-

Area 10x2.75 = 27.50 sft.

Wastage at 10% = 2.75 sft.

Total = 30.25 sft. say 30.00 sft.

Stone per % sft. 30.25 sft.

Cement per 50 kg.bag. 4/45 bag. 225.00

Stone dust per % cft. 2/9 cft.

Pigment L.S.Stone mason per day 1/8 no. 160.00

Beldar per day 3/4 no. 100.00

Bhisti per day 1/8 no. 130.00

Sl. No.

Supply and fixing of Mirzapur or other approved stone fine dressed, as in door sills chaukhats etc. laid in mortar consisting for 1 part cement and 6 part approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supply and fixing of Mirzapur or other approved stone slabs 4cm. (1.5") thick with plain moulding on one edge and fine dressed on all exposed surfaces as in steps and shelves laid in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Take stone rough 12.5x12" each.

Supply and fixing of Mirzapur or other approved stone chajjas 4cm. (1.5") thick with but joint and with exposed surfaces fine dressed set in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Details of cost of 22.5 sft. Taking 100rft. And 2 1/4 ft. projection and 6" bearing.

Mortar for pointing 1:2 with one part of cement and 2 parts of stone dust.

Page 29: UPPWD Skelton Old

Dresser per day 1 no

Scaffolding Sundries and mortar L.S.Total

Contractor's profit @ 10% on Rs. 36.26Total

373-

Total area 5'-3"x2'-6" = 13.12 sft.

sft.

Area 2x1x2.5 = 5.00 sft.

Wastage at 10% = 1.81 sft.

Total = 19.93 sft. say 20 sft.

Stone per % sft. 20 sft.

Stone mason :Ornamental per day 1/2 no. 170.00

Beldar per day 1/2 no. 100.00

Bhisti per day 1/8 no. 130.00

Dressing Stone :Dresser per day 1 no 160.00

Contractor's profit @ 10% Total

374-

Cost of 2" thick stone at site including carriage

Stone per % sft. 1 sft.

Wastage 10%Dressing Charges :Stone mason per day 1/2 no. 160.00

Blacksmith L.S.Beldar per day 1/2 no. 100.00

Coolie per day 1/12 no. 100.00

Fixing Charges :Stone mason for plain work per day 1/12 no. 160.00

Beldar per day 1/8 no. 100.00

Blacksmith per day no. 170.00

Bhisti per day no. 130.00

Scaffolding materials and mortar etc.L.S.Contractor's profit @ 10% on Rs. 7.30

Total

Supply and fixing of Mirzapur or other approved stone rushades upto 4cm. (1.5") thick over doors and windows including two brackets of same stone 5cm. (2") thick with plain moulding in edges of brackets all exposed surfaces to be fine dressed and stone to project upto 0.6m. (2ft.) and set well into walls to a depth of 15cm. (6") (minimum) with cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Stone chisel 1.5" thick over all width 2"-6"=2.5ft.

Brackets(chisel dressed)Length1'-6"+9"=2.5ft.

Supply and fixing of pierced tracery panels of Mirzapur or other approved stone 5cm. to 6cm. (2" to 2.5") thick fixed in cement mortar consisting for 1 part cement and 3 part approved corase sand including supply of all materials, labour and T&P etc. required for proper completion of the work.

4/56 x1/6

4/16 x1/6

Page 30: UPPWD Skelton Old

CHAPTER - 9WOOD WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

401

Wood 1x18x1/3x1/4 = 1.500 cft.

Wastage 5% = 0.075 cft.

Total = 1.575 cft. say 1.6 cft.

Wood per % cft. 1.6 cft. a) Wood Ch

Carpenter Mistri per day 1/16 no. 170.00

Carpenter per day 1/2 no. 160.00

Beldar per day 1/4 no. 100.00

Sundries L.S. Contractor's profit @ 10% on Rs. 61.69

Total

402- As in item 401 above but with shisham wood. Same as in item 401 above Deduct difference in cost of wood(35-24.05)=10.95 per % cft. 1.6 cft.

Contractor's profit @ 10% on Rs. 17.52Total

403- As in item 401 above but in indian sal wood. Same as in item 401 Deduct difference in cost of wood(35-17.55) = 17.45 per % cft. 1.6 cft.

Contractor's profit @ 10% on Rs. 27.92Total

404- As in item 401 above but with Deodar wood. Same as in item 401 above Deduct difference in cost of wood(35-24.90) = 10.10 per % cft. 1.6 cft.

Contractor's profit @ 10% on Rs. 16.16Total

405- As in item 401 above but with Kail wood. Same as in item 401 above Deduct difference in cost of wood(35-14.15) = 20.85 per % cft. 1.6 cft.

Contractor's profit @ 10% on Rs. 33.36Total

406- As in item 401 above but with country wood. Same as in item 401 above Deduct difference in cost of wood(35-9.92) = 25.08 per % cft. 1.6 cft.

Contractor's profit @ 10% on Rs. 40.12Total

407- As in item (401-406) but for curved work, add to the above item 25% above per cu.m.

Sl. No.

C.P. Teak wood wrought tramed and fixed including simple mouldings, straight works as in Chaukhats, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Take a size of opening as 4'47' section of Chaukhat 4"x3".

Page 31: UPPWD Skelton Old

408-

Less labour requiredCarpenter per day 1/4 no. 160.00

Beldar per day 1/2 no. 100.00

Contractor's profit @ 10% on Rs. 3.24Total

409-

Wood required including 10% wastage per % cft. 3.25 cft.

Glass panes 12"x8" each 16 no.

Putty and brad L.S.Mistri per day 1/8 no. 170.00

Carpenter per day 4 no. 160.00

Beldar per day 1 no. 100.00

Glazier per day 1/5 no. 120.00

Sundries such as glue black Japan etc.Contractor's profit @ 10% on Rs. 171.01

Total

410-

Take 10nos. Glass panes C.P. Teak wood 5x1/3x1/32 = 0.05 cft.

Wastage 10% = 0.005 cft.

Total = 0.055 cft. say 0.06 cft.

Wood per % cft. 0.06 cft. a) Wood Ch

Screws per gross 10 doz.

Carpenter per day 1/4 no. 160.00

Beldar per day 1/8 no. 100.00

Contractor's profit @ 10% on Rs. 6.87Total

411- As in item no. 409 above but fully panneled.Wood 24.75x7/48 = 3.61 cft.

Wastage 10% = 0.36 cft.

Total = 3.97 cft. say 4.00 cft.

C.P. Teak Wood per % cft. 4 cft. a) Wood Pl

Total

412- As in item no. 409 above but fully glazed.C.P. Teak wood including wastage per % cft. 3 cft. a) Wood Pl

Glass panes 12"x8" each 28 no.

Brad and Putty L.S.Labour as in item no. 409Deduct Carpenter per day 1 no. 160.00

Wood work worught framed and fixed plain work as in roof trusses, pulins, ceiling joists, etc. including supply of all materials, labour and T&P etc. required for proper completion of the work. Deduct from the item (401-406).

Supply & fixing of 4.5cm. (1 3/4") thick C.P Teak wood part panelled & part glazed door and window shutters including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including painting with two coats of Black Japan on all iron fittings if necessary & including fixing the glass panes with putty & brad. Glass to be 0.64 kg (21oz.) fittings with necessary screws to be supplied departmentally.

Take a door size 4"x7", size of shutter 3.2/3x6.3/4"= 24.75 sft.

Additional cost for fixing glass panes with C.P. Teak wood beading and felt as directed by Engineer-in- charge instead of putty and brad including cost of all materials, labour and T&P etc. required for proper completion of the work.

Labour as above in item no 409 including 10% contractor's profit

Contractor's profit @ 10% on cost of C.P. Teak Wood only.

Page 32: UPPWD Skelton Old

Contractor's profit @ 10% on Rs. 162.19Total

413- As in item no. 409 above but 4cm. (1.5") thick. Rate as in item no. 409 above Deduct difference in quantity of wood per % cft. 0.01 cft.

Total

414- As in item no. 411 above but 4cm. (1.5 ") thick. Rate as in item no. 411 above

Contractor's profit @ 10% Total

415- As in item no. 412 above but 4cm. (1.5") thick. Rate as in item no. 412 above

Contractor's profit @ 10% Total

416- As in item no. 409 above but 2.5cm. (1") thick. Rate as in item no. 409 above Deduct difference in quantity of wood per % cft. 0.02 cft.

Contractor's profit @ 10% on Rs. 0.78Total

417- As in item no. 411 above but 2.5cm. (1") thick. Rate as in item no. 411 above

Contractor's profit @ 10% Total

418- As in item no. 412 above but 2.5cm. (1") thick. Rate as in item no. 412 above

Contractor's profit @ 10% Total

419- Same as in item no. 409 above but of Shisham Wood. Rate as in item no. 409

per % cft. 0.13 cft.

Contractor's profit @ 10% Total

420- Same as in item no. 411 above but of Shisham Wood. Rate as in item no. 411

Contractor's profit @ 10% Total

421- As in item no. 412 above but of Shisham Wood. Rate as in item no. 412

Contractor's profit @ 10% on difference in quantity of wood

Deduct difference due to less wood required as in item 413 including

Deduct difference due to less wood required as in item 413 including

Deduct difference due to less wood required as in item 416 including

Deduct difference due to less wood required as in item 416 including

Deduct difference in cost of wood=3.25/ 24.75=0.13 cft. at Rs. 39.05-26.90=12.15

Deduct difference in cost of wood 4/24.75 = 161 cft.

Page 33: UPPWD Skelton Old

Contractor's profit @ 10% Total

422- As in item no. 419 above but of Shisham Wood. Rate as in item no. 419Deduct difference in quantity of wood per % cft. 0.01 cft.

Contractor's profit @ 10% Total

423- As in item no. 420 above but 4cm. (1.5") thick. Rate as in item no. 420

Contractor's profit @ 10% Total

424- As in item no. 421 above but 4cm. (1.5") thick. Rate as in item no. 421

Contractor's profit @ 10% Total

425- Same as in item no. 409 above but of Indian Sal Wood. Rate as in item no. 409

per % cft. 0.13 cft.

Contractor's profit @ 10% Total

426- As in item no. 411 above but of Indian Sal Wood. Rate as in item no. 411Deduct difference in cost of wood per % cft. 0.161 cft.

Contractor's profit @ 10% Total

427- As in item no. 412 above but of Indian Sal Wood. Rate as in item no. 412Deduct difference in cost of wood per % cft. 0.121 cft.

Contractor's profit @ 10% Total

428- As in item no. 425 above but 4cm. (1.5") thick. Rate as in item no. 425Deduct difference in quantity of wood per % cft. 0.01 cft.

Contractor's profit @ 10% Total

429- As in item no. 426 above but 4cm. (1.5") thick. Rate as in item no. 426

Contractor's profit @ 10% Total

430- As in item no. 427 above but 4cm. (1.3") thick. Rate as in item no. 427

Deduct difference in cost of wood 3/24.75 = 121 cft.

Deduct difference due to less wood required as in item 422 including

Deduct difference due to less wood required as in item 422 including

Deduct difference in cost of wood at Rs. (39.05-20.10) = 18.95

Deduct difference due to less wood required as in item 428 including

Page 34: UPPWD Skelton Old

Contractor's profit @ 10% Total

431- As in item no. 409 but of Deodar wood.Details of 24.75 sft. of door shutter :Deodar wood per % cft. 3.25 cft. d) Wood Pl

Glass panes each 16 no.

Putty and brads L.sMistri per day 1/8 no. 170.00

Carpenter per day 3 no. 160.00

Beldar per day 1 no. 100.00

Glazier per day 1/4 no. 120.00

Sundries L.S.Contractor's profit @ 10% on Rs. 128.01

Total

432- Same as in item no. 411 above but of Deodar wood.Wood 24.75x7/48 = 3.61 cft.

Wastage 10% = 0.36 cft.

Total = 3.97 cft. say 4.00 cft.

Deodar wood per % cft. 4 cft.

Labour as in item no. 431Contractor's profit @ 10% on Rs. 188.13

Total

433- Deodar wood including wastage per % cft. 3 cft.

Glass panes 12"x8" each 28 no.

Brad and Putty L.sLabour : Same as in item no. 431Deduct Carpenter per day 1 no. 160.00

Contractor's profit @ 10% on Rs. 121.94Total

434- As in item no. 431 but of 4cm. (1.5") thick. Rate as in item no. 431Deduct difference in quantity of wood per % cft. 0.01 cft.

Contractor's profit @ 10% Total

435- As in item no. 432 above but 4cm. (1.5") thick. Rate as in item no. 432

Contractor's profit @ 10% Total

436- As in item no. 433 above but 4cm. (1.5") thick. Rate as in item no. 433

Contractor's profit @ 10% Total

437- As in item no. 431 above but 2.5cm. (1") thick. Rate as in item no. 431Deduct difference in quantity of wood per % cft. 0.02 cft.

Contractor's profit @ 10%

Deduct difference due to less wood required as in item 428 including

Deduct difference due to less wood required as in item 434 including

Deduct difference due to less wood required as in item 434 including

Page 35: UPPWD Skelton Old

Total

438- As in item no. 432 above but 2.5cm. (1") thick. Rate as in item no. 432

Contractor's profit @ 10% Total

439- As in item no. 433 above but 2.5cm. (1") thick. Rate as in item no. 433

Contractor's profit @ 10% Total

440- Same as in item no. 409 above but of Kail wood or Chir Wood. Rate as in item no. 431

per % cft. 0.13 cft.

Contractor's profit @ 10% Total

441- As in item no. 411 above but of Kail wood or Chir Wood. Rate as in item no. 432Deduct difference in quantity of wood per % cft. 0.161 cft.

Contractor's profit @ 10% Total

442- As in item no. 412 above but of Kail wood or Chir Wood. Rate as in item no. 433Deduct difference in quantity of wood per % cft. 0.121 cft.

Contractor's profit @ 10% Total

443- As in item no. 440 above but of 4cm. (1.5") thick. Rate as in item no. 440Deduct difference in quantity of wood per % cft. 0.01 cft.

Contractor's profit @ 10% Total

444- As in item no. 441 above but 4cm. (1.5") thick. Rate as in item no. 441

Contractor's profit @ 10% Total

445- As in item no. 442 above but 4cm. (1.5") thick. Rate as in item no. 442

Contractor's profit @ 10% Total

446- As in item no. 440 above but 2.5cm. (1") thick. Rate as in item no. 440Deduct difference in quantity of wood per % cft. 0.02 cft.

Contractor's profit @ 10%

Deduct difference due to less wood required as in item 437 including

Deduct difference due to less wood required as in item 437 including

Deduct difference in cost of wood 3.25/ 24.75 =13cft. @ Rs. (28.05-16) = 12.05

Deduct difference due to less wood required as in item 443 including

Deduct difference due to less wood required as in item 443 including

Page 36: UPPWD Skelton Old

Total

447- As in item no. 441 above but 2.5cm. (1") thick. Rate as in item no. 441

Contractor's profit @ 10% Total

448- As in item no. 442 above but 2.5cm. (1") thick. Rate as in item no. 442

Contractor's profit @ 10% Total

449-

Details of 24.75 sft. Sal wood per % cft. 2.5 cft.

20 B.W.G.Black panel [email protected].= 19.20 lb

Wastage 10% = 1.92 lb

Total = 21.12 lb say 21 lb

Rs 160.00 per quintal per kg. 9.5 kg. Total

Mistri (Carpenter) per day 1/8 no. 170.00

Carpenter per day 3 no. 160.00

Beldar per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 89.01Total

450-

Styles 4x6 3/4x5/12x1/8 = 1.40 cft. 1.40 cft.

0.50 cft.

Bottom Rail 2x1 2/3x2/3x1/8 = 0.30 cft.

Beading 4x5 1/8x1/24x1/24 12x1 1/3x1/24x1/24 = 0.06 cft.

Total = 2.26 cft.

Wastage 10% = 0.23 cft.

Total = 2.49 cft. say 2.50 cft.

C.P. Teak wood per cft. 2.5 cft. a) Wood PlWire gauge6x1 3/4x1 1/3x1.1=15.4say 16sft. per cft. 0.1 cft.

Total

Labour same as ing item 431Contractor's profit @ 10% on Rs. 139.56

Total

451- As in item no. 450 above but in Shisham Wood. Rate as in item no. 450

Deduct difference due to less wood required as in item 446 including

Deduct difference due to less wood required as in item 446 including

Supply & fixing of 20 B.W.G. black iron sheet panelled door and window shutters in 4cm. (1.5") thick Indian Sal Wood frame including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including painting with tow coats of Black Japan on all iron fittings if necessary. Fitting with necessary screws to be supplied departmentally.

Supply & fixing of 4cm. (1.5") thick C.P. Teal Wood door and window shutters with panels of heavy quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/6 inch.) mesh or any other size with necessary beading, including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. (Fitting with necessary screws to be supplied departmentally).

Details of door shutter of size 3'-6'x6'-9' Area = 23.62 sft.

Rails, tops and middle rail 6x1 3/4x6/12x 1/8 = 0.50 cft.

Page 37: UPPWD Skelton Old

per % cft. 0.1 cft.

Contractor's profit @ 10% Total

452- As in item no. 450 above but in Indian Sal Wood. Rate as in item no. 450

per % cft. 0.1 cft.

Contractor's profit @ 10% Total

453- As in item no. 450 above but in Deodar Wood. Rate as in item no. 450

per % cft. 0.1 cft.

Contractor's profit @ 10% Total

454- As in item no. 450 above but in Kail wood or Chir Wood. Rate as in item no. 450

per % cft. 0.1 cft.

Contractor's profit @ 10% Total

455-

Taking a size 3'x4' = 12 sft.Wooden Battens 14x1/4x1/24x2.5'x1/6x1/24 = 0.15 cft.

Wastage 10% = 0.02 cft.

Total = 0.17 cft.

C.P. Teak per % cft. 0.17 cft. a) Wood Pl

Wire gauge per % sft. 14 sft.

Carpenter per day 1/4 no. 160.00

Beldar per day 1/4 no. 100.00

SundriesContractor's profit @ 10% on Rs. 25.57

Total

456- As in item no. 455 above but with in Shisham Wood battens. Rate as in item no. 455

per % cft. 0.014 cft.

Contractor's profit @ 10% Total

457- As in item no. 455 but Indian Sal Wood battens. Rate as in item no. 455

per % cft. 0.014 cft.

Contractor's profit @ 10% Total

Deduct difference in cost of wood 2.5/23.62=0.105cft. @ Rs. 39.05-26.90=12.15

Deduct difference in cost of wood 0.1 cft. @ Rs. 39.05-20.10=18.95

Deduct difference in cost of wood 0.1 cft. @ Rs. 39.05-28.05=11.00

Deduct difference in cost of wood 0.1 cft. @ Rs. 39.05-16.00=23.05

Supplying & fixing galvanized mosquitos proof heavy quality iron wire gauge or expended metal of heavy quality over windows and including supply and fixing of C.P. Teak wood battens 8cm.x1cm. (3"x3/8") and including supply of necessary screws, all materials, labour and T&P etc. required for proper completion of the work.

Deduct difference in cost of inferior quality of wood used 0.017/12= 0.014 cft. @ Rs. 39.05-26.90=12.15

Deduct difference in cost of inferior quality of wood used 0.014 cft. @ Rs. 39.05-20.10=18.95

Page 38: UPPWD Skelton Old

458- As in item no. 455 but with Deodar Wood battens. Rate as in item no. 455

per % cft. 0.014 cft.

Contractor's profit @ 10% Total

459- As in item 409 but braced and battened 4cm. (1.5") thick of shisham wood including supply of necessary screws.

Size of door 3.5x6.5 = 19.5 sft.Battens 8x5/12x6.5x1/8 = 2.60 cft.

2x3x1/4x18 = 0.20 cft.

Braces 4x3.5x1/4x1/8 = 0.44 cft.

Total = 3.24 cft.

Wastage 10% = 0.32 cft.

Total = 3.56 cft.

Wood per % cft. 3.56 cft.

Screws 2.5" long per gross 4 doz.

Mistri per day 1/8 no. 170.00

Carpenter per day 1 no. 160.00

Beldar per day 0.5 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 110.44

Total

460- As in item no. 459 above but of Indian Sal Wood. Rate as in item no. 459

per % cft. 0.18 cft.

Contractor's profit @ 10% Total

461- As in item no. 459 above but of Country Wood. Rate as in item no. 459

per % cft. 0.18 cft.

Contractor's profit @ 10% Total

462- As in item no. 459 above but of Deodar Wood. Rate as in item no. 459

per % cft. 0.18 cft.

Contractor's profit @ 10% Total

463- As in item no. 459 above but of Kail Wood or Chir Wood. Rate as in item no. 459

per % cft. 0.18 cft.

Contractor's profit @ 10% Total

464- As in item no. 461 above but of 2.5 cm. (1") thick.

Deduct difference in cost of inferior quality of wood used 0.014 cft. @ Rs. 39.05-28.05=11.00

So cost of wood per sft.=3.56x26.90/19.5 Rs. 4.91 per sft.

Deduct difference in cost of inferior quality of wood used 3.56/19.5=0.18cft. @ Rs. 26.90-20.10 = 6.80

Deduct difference in cost of inferior quality of wood used 0.18cft. @ Rs. 26.90-11.90 = 15.00

Deduct difference in cost of inferior quality of wood used 0.18cft. @ Rs. 26.90-28.05=1.15

Deduct difference in cost of inferior quality of wood used 0.18cft. @ Rs. 26.90-16.00= 10.90

Page 39: UPPWD Skelton Old

Rate as in item no. 461

per % cft. 0.06 cft.

Contractor's profit @ 10% Total

465-

C.P. Teak wood per % cft. 2.5 cft. a) Wood Pl

1cm. (3/8) thick ply wood panels per % sft. 14 sft.

Mistri (Carpenter) per day 1/8 no. 170.00

Carpenter per day 3 no. 160.00

Beldar per day 1 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 133.84

Total

466- As in item no. 465 above but Shisham Wood. Rate as in item no. 465

per % cft. 0.10 cft.

Contractor's profit @ 10% Total

467- As in item no. 465 above but Indian Sal Wood. Rate as in item no. 465

per % cft. 0.10 cft.

Contractor's profit @ 10% Total

468- Sawing wood excluding carriage (Teak wood and Shisham or Sal wood etc.).Sawyers per day 1 pair Sawyer per

Sundries L.S.Contractor's profit @ 10% on Rs. 11.75

Total

469- As in item above but softer wood (like Kail, Chir or Country wood of Deodar).Sawyers per day 3/4 no. Sawyer per

Sundries L.S.Contractor's profit @ 10% on Rs. 8.50

Total

470- As in item 411 above but of commerical quality (Kanju) Sitapur ply or other approved ply wood flush shuters 3cm. (11/4") thick.

Company Rate at SitapurCartage Charge L.S.Labour for fixing : Carpenter per day 1/24 no. 160.00

Beldar per day 1/42 no. 100.00

Contractor's profit @ 10% on Rs. 4.73Total

Deduct difference in quality of wood used 3.56-2.4/19.5=0.061cft. @ Rs. 26.90-11-90= 15.00

Supply & fixing of 4cm. (1.5") thick C.P. Teak Wood door and window shutters with 1cm. (3/8) thick ply wood rae pressed wood panels and fixing C.P. Teak wood cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. Fitting with necessary screws to be supplied departmentally.

Deduct difference in cost of inferior quality of wood used 2.5/23.62=0.10cft. @ Rs. 39.05-26.90= 12.15

Deduct difference in cost of inferior quality of wood used 0.10cft. @ Rs. 39.05-22.10= 18.95

Page 40: UPPWD Skelton Old

Approximate cost of fittings with screws for door and windows etc.

471- Rs. 7.50 per sq. metre.472- Rs. 10.75 per sq. metre.473- Rs. 32.00 per sq. metre.474- Rs. 37.60 per sq. metre.

475-

Rs. 0.62-0.47 = 0.15 each 16 no.

Contractor's profit @ 10% Total

476- As in item 470 above but for 4cm. (1.5") thick Add : Extra to item 470

Contractor's profit @ 10% Total

477-

Company Rate at SitapurCartage Charge L.S.Labour for fixing : Carpenter per day 1/20 no. 160.00

Beldar per day 1/20 no. 100.00

Contractor's profit @ 10% on Rs. 6.65Total

478- As in item 477 but both sides decorating (C.P. Teak) Add extra to item 477.

Contractor's profit @ 10% Total

479- As in item 478 but with Teak lipping single leaf door. Add extra charges as per company rateContractor's profit @ 10%

Total

480- As in item 478 but with Teak lipping double leaf. Extra charges as per company rateContractor's profit @ 10%

Total

481-

Materials wood required 0.5" thick plankingFront 1x4 1/4'x1/3'x1/24' = 0.060 cft.

side 2x0.5'x1/3.5.x1/24' = 0.014 cft.

Top 1x4 1/4'x0.5'x1/24' = 0.090 cft.

Rod. 1x4.3'x1/12'x1/12'x22/7'x1/4' = 0.022 cft.

471 to 474-

These rates are provided in the schedule of rates for Estimating purpose. Fittings are to be supplied departmentally.

As in item 409 to 488 above but when 0.55 kg. ( 18oz) of glass is used instead of 0.65 kg. (21oz) Deduct from items (409 to 448) Glass panes.

Difference in company rate 4.38-4.08 = 0.30 per sft.

As in item 470 but of C.P. Teak decorative type ( one side only) and commerical lipping approved ply wood flush shutters 4cm. (1.5.") thick

Difference in company rate 7.37-5.87=150 per sft.

Providing and fixing 12mm (0.5") thick and 100m. (4") wide pelmet with 25mm. (1") diameter wooden curtain rod and brackets top covered with same wood planks 12mm. (0.5") thick including fixing with 25x3m. (1"x1/8") M.S. Flat 10cm. (4") long and plugs etc. complete with painting polishing or oiling as required.

Take a plemet of 5 1/4 rft. with 4 1/4 front and 6" on each side.

Page 41: UPPWD Skelton Old

Add wastage 10% = 0.020 cft.

Total = 0.206 cft. say 0.20 cft.

(a) Teak wood cost of plank per % cft. 0.20 cft.

Cost of flats 4"x1"x1/8" L.S.

each 2 no.

Total

Labour : Carpenter per day 1/8 no. 160.00

Mason per day 1/10 no. 160.00

Beldar per day 1/8 no. 100.00Total

Materials LabourPainting and polishing or oiling L.S. Contractor's profit @ 10% on Rs. 12.88

Total

(b) Shisham wood rate as per item no. 481 (a) per % rft. 5.25 rft. b) Wood P

per % cft. 0.20 cft.

Deduct Contractor's profit @ 10% on Rs. 2.43

Total

(c) Deodar wood rate as per item no. 481 (a) per % rft. 5.25 rft. d) Wood Pl

per % cft. 0.20 cft.

Deduct Contractor's profit @ 10% on Rs. 2.20

Total

(d) Kail wood rate as per item no. 481 (a) per % rft. 5.25 rft. e) Wood Pl

per % cft. 0.20 cft.

Deduct Contractor's profit @ 10% on Rs. 4.61

Total

482-

Front 1x4 1/14'x0.5'x1/24' = 0.09 cft.

side 2x0.5'x0.5"x1/24' = 0.02 cft.

Top 1x4 1/4'x0.5'x1/24' = 0.09 cft.

Rod. 1x4 1/4'x1/12'x1/12'x22/7'x1/4' = 0.02 cft.

Add wastage 10% = 0.02 0.02 cft.

Total = 0.24 cft.

(a) Teak wood cost of plank per % cft. 0.24 cft. a) Wood Pl

Cost of flats 4"x1"x1/8" L.S.

each 2 no.

Total

Labour : Carpenter per day 1/6 no. 160.00

Mason per day 1/10 no. 160.00

Beldar per day 1/6 no. 100.00

Painting & varnishing of oiling etc. L.S.Total

Materials LabourContractor's profit @ 10% on Rs. 14.82

Cost of wooden plugs including cutting brick work and fixing with cement mortar

Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-26.10= 12.15 per cft.

Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-28.05=11.00 per cft.

Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-16.00=23.05 per cft.

Same as in Sl. no. 481 but 150m. (6") wide pelmets] Take a pelment of 51/4 rft. with 4/1/4' front and 6" on each side wood required 0.5" thick planking.

Cost of wooden plugs including cutting brick work and fixing with cement mortar

Page 42: UPPWD Skelton Old

Total

(b) Shisham wood rate as per item no. 482 (a) per % rft. 5.25 rft.

per % cft. 0.24 cft.

Deduct Contractor's profit @ 10% on Rs. 2.92

Total

(c) Deodar wood rate as per item no. 482 (a) per % rft. 5.25 rft.

per % cft. 0.24 cft.

Deduct Contractor's profit @ 10% on Rs. 2.64

Total

(d) Kail wood rate as per item no. 482 (a)

per % cft. 0.24 cft.

Deduct Contractor's profit @ 10% on Rs. 5.53

Total

483- Extra for providing curtain rods of Aluminium with brackets instead of wooden curtain rod, in pelmets in Sl. No. 481 and 482 above.

(a) 12mm. dia.rod (18 gauge)Cost or aluminium rod per rft. or pelmet per % rft. 1 rft.

per % rft. 1 rft.

So extra costContractor's profit @ 10%

Total

(b) 19mm. dia.rod (18 gauge)Cost or aluminium rod per rft. or pelmet per % rft. 1 rft.

per % rft. 1 rft.

So extra costContractor's profit @ 10%

Total

(c) 25mm. dia.rod (16 gauge)Cost or aluminium rod per rft. or pelmet per % rft. 1 rft.

per % rft. 1 rft.

So extra costContractor's profit @ 10%

Total

484-

Cost of rails. Rollers etc per rft. of pelmet per % rft. 1 rft.

per % rft. 1 rft.

So extra cost per rft. of pelmetsContractor's profit @ 10%

Total

Deduct difference in cost of 0.24 cft. @ Rs. 39.05-26.10= 12.15 per cft.

Deduct difference in cost of 0.24 cft. @ Rs. 39.05-28.05=11.00 per cft.

Deduct difference in cost of 0.24 cft. @ Rs. 39.05-16.00=23.05 per cft.

Deduct average cost of wooden rod per rft. of pelmet

Deduct average cost of wooden rod per rft. of pelmet

Deduct average cost of wooden rod per rft. of pelmet

Extra for providing in pelmets, aluminium curtain rails of heavy quality 6x9x15mm. With rollers, stop ends and brackets instead of wooden curtain rods and bracket.

Deduct average cost of wooden rod and Brackets per rft. of pelmet

Page 43: UPPWD Skelton Old

485-

(a) Teak wood cost of wood per % cft. 0.022 cft.

each 2 no.

Painting etc. L.S.Contractor's profit @ 10% on Rs. 2.61

Total

(b) Shisham wood cost of wood per % cft. 0.022 cft.

each 2 no.

Painting etc. L.S.Contractor's profit @ 10% on Rs. 2.34

Total

486-

(a) 12mm. dia.rod (18 gauge)Cost or aluminium rod per % rft. 4.5' rft.

each 2 no.

Contractor's profit @ 10% on Rs. 4.69Total

(b) 19mm. dia.Cost or aluminium rod per % rft. 4.5' rft.

each 2 no.

Contractor's profit @ 10% on Rs. 5.75Total

(c) 25mm. dia.Cost or aluminium rod per % rft. 4.5' rft.

each 2 no.

Contractor's profit @ 10% on Rs. 6.81Total

Providing and fixing 25mm (1") diametre curtain rod with brackets, plugs etc. wherever required including painting, polishing or oiling as required. Taking rod of 4.5" length.

Cost of wooden plugs, brackets including cutting brick work & fixing with cement mortar

Cost of wooden plugs, brackets including cutting brick work & fixing with cement mortar

Providing and fixing curtain rods of aluminium with brackets and wooden plugs etc. wherever necessary complete. Take 4.5" length.

Cost of wooden plugs, brackets including cutting of brick & fixing with cement

Cost of wooden plugs, brackets including cutting of brick & fixing with cement

Cost of wooden plugs, brackets including cutting of brick & fixing with cement

Page 44: UPPWD Skelton Old

CHAPTER - 10 MILD STEEL & IRON WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

501-

(a) Light section, i.e. not exceeding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height.Rate per cwt. Peshraj (Beldar) per day 1/20 no. 100.00

Mason per day 1/10 no. 160.00

Beldar per day 1/2 no. 100.00

Coolie per day 1 no. 100.00

Ropes T&P L.S.Contractor's profit @ 10% on Rs. 5.18

Total

(b) Same as above but heavy section, i.e. exceeding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height.

Rate per cwt. Peshraj (Beldar) per day 1/20 no. 100.00

Mason per day 1/10 no. 160.00

Beldar per day 1/2 no. 100.00

Coolie per day 1.5 no. 100.00

Hire of pulley & tackleRopes T&P L.S.Contractor's profit @ 10% on Rs. 7.88

Total

(c) Add to item 501(a) and 501(b) for heights beyond 7.5 metre (24ft.).Extra Beldar per day 1/2 no. 100.00

Coolie per day 1/2 no. 100.00

Extra for Rope etc.Contractor's profit @ 10% on Rs. 3.07

Total

502-

Rate per cwt. Blacksmith per day 1 no. 170.00

Hammer man per day 1 no. 105.00

Coolie per day 1 no. 100.00

Coal T&P L.S.Contractor's profit @ 10% on Rs. 12.75Cost of steel per cwt. 1 cwt.

Wastage 2.5% on steelTotal

503-

Rate per cwt. Blacksmith per day 1 no. 170.00

Hammer man per day 1 no. 105.00

Rivetter per day 1/4 no. 120.00

Coolie per day 1 no. 100.00

Coal and other sundries L.S.Hoisting & welding L.S.Contractor's profit @ 10% on Rs. 19.75Cost of steel per cwt. 1 cwt.

Wastage 2.5% on steel

Sl. No.

Rolled steel joists fixed in position excluding cost of joists which will be supplied free at site but including all labour in handling and hoisting and including hire etc. of necessary T&P.

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, gratings etc. (when not included in an over all rates) wrought to required form, including supply of steel, bolts nuts and wastage etc. and their fixing required for proper completion of the work.

Mild steel or iron work in heavy sizes such as trusses ; built up gates, door frames, record racks, roof work, gates etc. wrought to required form including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts nuts etc. and their fixing required for proper completion of the work.

Page 45: UPPWD Skelton Old

Total

504-

Rate per cwt. Blacksmith per day 1 no. 170.00

Coolie per day 1.5 no. 100.00

T&P L.S.Contractor's profit @ 10% on Rs. 9.55Cost of steel per cwt. 1 cwt.

Wastage 5% on the steelTotal

505- Cutting rolled steel joints below 22.5cm. X 10cm. (9"x4").Labour for cutting joist 9" deep.Blacksmith per day 1/4 no. 170.00

Coolie per day 1/4 no. 100.00

T&P L.S.Contractor's profit @ 10% on Rs. 2.30

Total

506- Cutting rolled steel joints above 22.5cm. X 10cm. (9"x4").Labour for cutting joist 15" deep=38.10 cm..Blacksmith per day 1/2 no. 170.00

Coolie per day 1/2 no. 100.00

T&P L.S.Contractor's profit @ 10% on Rs. 4.56

Total

507- Cutting plates & angles : Take an angle 4'x4'x1/2'. Area 3.75 sq. inch. = 24.20 sq.cu.m. Blacksmith per day 1/8 no. 170.00

Helper (Beldar) per day 1/8 no. 100.00

Contractor's profit @ 10% on Rs. 1.10Total

508- Cutting rounds. Take 10 cutting of 5/8" dia.

Blacksmith per day 1/20 no. 170.00

Helper (Beldar) per day 1/20 no. 100.00

T&P L.S.etc.Contractor's profit @ 10% on Rs. 0.47

Total

509-

Blacksmith per day 3.5 no. 170.00

Coolie per day 3 no. 100.00

Beldar per day 1 no. 100.00

T&P L.S. Contractor's profit @ 10% on Rs. 30.75

Total

510-

Blacksmith per day 6 no. 170.00

Coolie for helping and handing per day 6 no. 100.00

Contractor's profit @ 10% on Rs. 48.00Total

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.

Sectional area 0.307x10=3.07 sq. inch. = 19.8 sq.m.

Boring holes in mild steel or iron not exceeding 10mm. (3/8") dia & thickness of plate not exceeding 6mm. (1/4"). Labour for 100 holes.

As in item 509 above but holes exceeding 10mm. (3/8") dia but not exceeding 20mm. (3/4") dia. and thickness exceeding 6mm. (3/8") but not exceeding 13mm. (1/2") dia.Labour for 100 holes.

Page 46: UPPWD Skelton Old

511-

Rose each 1 no.

Head each 1 no.

Shoe (splash proof) each 1 no.

Bend with eye hole each 1 no.

Bolts L.S.Clamps L.S. Labour Mason per day 1/2 no. 160.00

Beldar per day 1 no. 100.00

Mortar etc. L.S.Contractor's profit @ 10% on Rs. 145.00

Total

512- Mild steel or iron work in purlins and rafters including drilling holes and fixing in required for proper completion of the work.

Blacksmith per day 1/3 no. 170.00

Hammer man per day 1/3 no. 105.00

Drilling holes L.S. Contractor's profit @ 10% on Rs. 7.16

Total

Rate per cwt. 7.88x112/9.35x10=9.46Cost of steel per cwt. 1 cwt.

Wastage 2.5% on the steelTotal

513-

Take 100 ft. length of fencing six lins. Blacksmith per day 1/2 no. 170.00

Helper (Beldar) per day 3/4 no. 100.00

Coolie per day 1/2 no. 100.00

Contractor's profit @ 10% on Rs. 6.44Total

514- Welding by Cass plant including supply of all materials, labour etc. complete.Take welding per day. Rent of welding.Machine per day 1 day

Welder's pay per day 1 day

Beldar for cutting & help per day 2 no. 100.00

Carbide stone L.S.Oxygen Gass L.S.Welding Road L.S.Sundries L.S.Contractor's profit @ 10% on Rs. 35.00

Total

515-

516-

Providing and fixing 10cm. (4") dia C.l. down pipe complete with rose, heads, bends with eye hole, shoes and gratings etc. fixed to walls with suitable clamps as directed by the Engineer-in-charge.

Assuming 30ft. Height C.l. pipes in 6 length. Piece per rft. 5 pieces (6')

Take a 10' length of purlin at 10' apart, angle 3"x3"x1/2" should do-

Providing barbed iron wire fencing including fixing it to post after stretchins it, including labour and T&P etc. required for proper completion of the work, but excluding supply of posts and wire.

Same as in item no. 514 but by Electric plant. In case of electric welding, per rent and cost of machine will be more and output will be also some what more. The extra cost is estimated at 20%. So rate per rft. = Rs. 2.88 per rft. Say 2.30 per rft. or Rs. 7.50 per metre.

Add extra to item no. 514 when the welding is required to be done at roof height 10% extra is estimated to account for less output and shuttering etc.

Page 47: UPPWD Skelton Old

517-

(a) Using M.S. angle 40x40x6mm (1.5"x1.5"x1/4") for diagonal braces.

5.76 sqm.

1- 45.216 sqm.

Wastage 10% = 4.522

Total = 49.738 kg.=

2-

0.3x04 = 0.12 sq.m. 0.1200 sqm.

1/2x0.26(0.04+0.03) = 0440sq.m. 0.0440 sqm.

8x0.0562 = 0.4496 sq.m. 0.4496 sqm.

0.1414 sqm.

@ 24.73 kg. per sq.m. = 14.62 kg. 14.62 kg.

Wastage 10% = 1.46 kg. 1.46 kg.

Total = 16.08 = 0.161 Q

3- Angle iron 40x40x6mm.@ 3.5kg.Per m.Sides 4x2.4 = 9.60 m.

Top and bottom 4x1.2 = 4.80 m.

Diagonals 2x2.5 = 5.00 m.

2x2.45 = 4.9 m. 4.90 m.

Wastage 10% on 24.3 = 2.43

Total = 26.73 m.

@ 3.5 kg. Per metre = 93.56 kg. 93.56 kg. 936q

4- each 4 no.

Hooks each 2 no.

Locking arrangement & handles etc. L.s.Cement concrete L.S.Rivets L.S.Priming coat M.S. sheet both side-11.52Angle iron 16x24.3 = 3.89 sq.m.Labour Fitter each 2 no.

Blacksmith each 7 no.

Mason each 1/8 no.

Beldar each 2 no.

Mazdoor each 3 no.

Sundries L.S.Contractor's profit @ 10% on Rs. 355.00

Total

Using M.S. flat 40x6 mm (1.5"x1/4") for diagonal bracings and central cross piece. .

1-

2- Gusset plates, vide item (2) in 517(a) = 0.5910

At mid height 4x0.0623 = 0.2112

Wastage 10% on 8022m2 = 0.0800

Total = 0.8822

@ 24.73 kg. per m. = 21.82 kg.

3- Angle iron 40x40x6mm.@ 3.5kg.Per m.Sides 4x2.4 = 9.6 m.

Providing and fixing 1 mm thick M.S. sheet garage door with from of 40x40x6mm. (1.5"x1.5"x1/4") angle iron, 3.15 mm. (1/8") thick M.S. gusset plates at the junctions and corners including supply and fixing of necessary fittings, lock rail or 15" length of oxised iron and including pintels, hooks at the top and applying a priming coat of red lead paint on all sides complete.

Details of cost of a double leaf door size 2.4mx2.4m= 5.76 sq. metre.Materials M.S. Sheet 1mm. Thick, 5.76 sq.m.@ 7.85 kg. Per sq.m. =

Gusset plates, Area of one gusset plate (They are 08 no.)

2x4x32 = 0.1414 sp.m.

Pintels including bolts and nuts for them and fixing in position

517- (b)

Details of cost of a double leaf door size 2.4mx2.4m= 5.76 sq. metre.Materials M.S. Sheet 1mm. Thick as in item no. 517 (a).

m2

m2

m2

m2

Page 48: UPPWD Skelton Old

Top and bottom 4x1.2 = 4.8 m.

Wastage 10% on 14.40m. = 1.44 m.

Total = 15.84 m.

@ 3.5 kg. Per metre = 55.44 kg.

4- Flats 30x6 mm. @ 1.4 kg. /m. 4x2.45=9.80 9.80 m.

2x1.20 = 2.40 2.40 m.

Wastage 10% on 12.20m. = 1.22 1.22 m.

Total = 13.42 m.

@ 1.4 kg. Per metre13.42x1.4=18.788 kg. 18.788 kg.= 0.188 Q

5- each 4 no.

Hooks each 2 no.

Locking arrangement & handles. L.s.Cement concrete L.S.Rivets L.S.Applying puming cost M.S. sheet 1 = 11.52

Angle iron 0.16x4.40 = 2.30

Flats 0.072x1.22 = 0.88

Total = 14.70

Labour Same as in item 517(a)Sundries L.S.Contractor's profit @ 10% on Rs. 324.08

Total

518-

(Skelton analysis based on item no. 4 of 1962 CPWD analysis of rates).

2x18x24 = 86.40 m.

Wastage 10% = 8.64 m.

Total = 95.04 m.

@ 0.56kg. per m. = 53.22 kg.= 0.53 Q

M.S.T. 40x40x6m. for Bottom = 1.570 m.

Top = 1.725 m.

Total = 3.30 m.

@ 3.5 kg. per m. = 11.55 m.

Wastage 10% = 1.155 m.

Total = 12.705 kg.= 0.13 Q

68.275 m.

@ 0.8 kg. Per metre = 54.62 kg.

Wastage 10% = 5.46 kg.

Total = 60.08 kg.= 0.60 Q

Cost of rivets,fixing hooks and washers L.S.Cost of locking arrangment & handles L.S. Pullyes 38mm. dia.metre each 10 no.

6.57 sqm.

Top 0.16x0.33 = 0.53 sq.m. 0.53 sqm.

Flats 0.05x0.68 = 3.40 3.40 sqm.

Total = 10.50 sqm.

Labour Fitter each 3 no. 110.00

Blacksmith each 12 no. 170.00

Mason each 1 no. 160.00

Pintels including bolts and nuts for them and fixing in position

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4"x3/8"x1/12) & braced with flat iron diagonals 20x5mm (3/4"x3/16") size with top & bottom rails fo Tiron 40x40x6mm. (1.5"x1.5"x1/4") with 38 mm. dia. steel pulleys with bolts, nuts locking arrangement, stoppers, handles, complete including applying a priming coat of approved red lead paint.

Details of cost of a gate of 2.4mx1.5m = 3.6 sq. metre.Materials M.S. channels 18nos. on both sides. 20x10x2mm. @ 0.56 kg./m.

20x5mm. Flat iron diagonal 4 nos. x32x0.5334m. =

Priming coat channel 26x076x2.4 = 6.57 sq.m.M.S. sheet both side-11.52

Page 49: UPPWD Skelton Old

Beldar each 4 no. 100.00

Mazdoor each 4 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 284.95

Total

519-

(Skelton analysis based on item no. 5 of 1962 CPWD analysis of rates).

2- Gusset plates,same as in item 517(a) (2)3- Angle iron 40x40x6mm.@ 3.5kg.Per m.

Sides 4x2.4 = 9.60 m.

Top and bottom 4x1.2 = 4.80 m.

Diagonals 2x2.5 = 5.00 m.

2x2.45 = 4.90 m.

Top and Bottom guides 2x4.8 = 9.60 m.

Top guides support 7x0.3 = 2.10 m.

Total = 36.00 m.So wt. = 36x3.5= 126.00 kg.

Channels 25x25x6mm. @ 3.05 kg./m. Bottom = 2.4x3.05= 7.32 kg.

Channels 40x40x6mm. @ 5.56kg./m. Bottom = 0.5x5.56= 2.78 kg.

Wastage 10% on 136.10 kg. = 13.61 kg.

Total = 149.71 kg.Say 1.50 qnt.

4- Pulley guide blocks including drilling holes L.S.5- 15mm. dia pulleys each 8 no.

6- Handles and locking arrangement L.s.7- Bolts and rivets L.s.8- Cement concrete L.s.9- Printing coat

M.S. Sheet 2x5.76 = 11.52 sqm.

Angle iron 0.16x36 = 5.76 sqm.

Channel 0.15x0.24 = 0.36 sqm.

0.24x0.05 = 0.12 sqm.

Total = 17.76 sqm.

17.76 sq.m. say 18sq.m. per sq. m. 18 sq.m.

Labour Fitter each 2 no. 110.00

Blacksmith each 7 no. 170.00

Beldar each 2 no. 100.00

Mazdoor each 2 no. 100.00

Mason each 1/8 no. 160.00

Sundries Contractor's profit @ 10% on Rs. 376.23

Total

520-

(Skelton analysis based on item no. 7 of 1962 CPWD analysis of rates).Details of cost 3x2.5 metre door =7.5 sq.m.

Providing and fixing 1m. thick M.S. sheet sliding shutters with frame and daigonal braces of 40x40x6mm. (1.5"x1.5"x1/4") angle iron, 3.15mm. (1/8") gusset plates at the junctions & corners, hooks at top, 25mm. (1") dia. pullyes at bottom 40x40x6mm. (1.5"x1.5"x1/4") angles & T iron guides at top & bottom respectively including locking arrangement with handles etc. complete and applying one priming coat of approved lead paint.

Details of cost for one double leaf door. Size 2.4x2.4m. = 5.76 sq.m.Materials (1) M.S. sheet 1mm. Thick same as in item 517(a)

Supplying and fixing rolling shutters of approved make of 80x125mm.(3"x3.5") guage cold rolled M.S. laths inter locked through out their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operations complete but excluding the cost of top cover and spring.

Page 50: UPPWD Skelton Old

Deduct for the cost of top cover Deduct for the cost of coiled springs L.S.

Total

Labour Fitter each 2 1/4 no. 110.00

Beldar each 2 6/4 no. 100.00

Mason each 1/4 no. 160.00

Contractor's profit @ 10% on Rs. 558.93Total

521- Providing and fixing 27.5 cm. Long wire spring grade no. 2 for rolling shutters. (Skelton analysis based on item no. 8 of 1962 CPWD analysis of rates).

each 1 no.

Sundries Contractor's profit @ 10% on Rs. 46.00

Total

522- Providing and fixing top cover for rolling shutters. (Skelton analysis based on item no. 9 of 1962 CPWD analysis of rates).

each 1 no.

Sundries L.S.Contractor's profit @ 10% on Rs. 61.00

Total

523- Providing and fixing ball bearing for rolling shutters.(Skelton analysis based on item no. 10 of 1962 CPWD analysis of rates).Details of cost for 1 no.l each 1 no.

Sundries Contractor's profit @ 10%

Total

524- Extra add to Sl. No. 520 for providing mechanical devise, chain & cranks operation for operating rolling shutters

(Skelton analysis based on item no. 11 of 1962 CPWD analysis of rates).(a)

Contractor's profit @ 10% Total

(b)

Mechnical devise chain, crank etc.L.S.Contractor's profit @ 10%

Total

Cost of rolling shutters including top cover etc. complete sq.m. (Market rate Rs. 8.00 per sq.m. ft. or 86.00 per sq.m. )

Details of cost for 1 no. 27.5 cm. long wire spring grad no. 2

Details of cost for 1 shutter 2.5 metre width top cover

Shutters exceeding 11.2 m2 (120 sq.ft.) in area and up to 16.80 m2 (180sq.ft.) in area average area 14 sq. m.

Mechnical devise chain, crank etc. (Market rate)

Area exceeding 16.8 sq. m. (180sq.f.) Taking details of cost for 20m2 area.

Page 51: UPPWD Skelton Old

CHAPTER - 11ROOF WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

531-

Assuming length of 100ft. And stop of 12ft. On either side.Roof area 2x12x100sft. = 2400 sq.ft.

Length of ridge = 100 ft.

Length of valley = 14 ft.

Flat tiles = 2420

10% Wastage = 240

Total = 2660

Flat tiles %o no. 2660 no.

Half round %o no. 2660 no.

Flate ridge = 100+10=110 no. Hips = 14+4=18 no.

25.00 ft.

Batterns 2x100x1/6x1/8 = 4.30

Hip Battens 2x14x1/6x1/8 = 0.50

Wastage at 10% on 29.8 = 2.98

Total = 32.78

Hip Battens per % cft. 32.78 cft.

Nails at 5/2.2 kg. Per% sft. On 2400sft. per kg. 54.05 kg.Total

Cealtar two coats 24x100x5/12 = 1000 sft.

2x100x7/12 = 117 sft.

2x14x7/12 = 17 sft.

Total = 1134 sft.

Coaltar two coats, Coalter (sl. No. 652 & 653) per % sft. 1200 sft.

White washing two coats (sl.no. 672) per % sft. 2000 sft.

Lime mortar at 4 cft. % sft. = 96 cft. per % cft. 100 cft.

Carriage of materials L.S. Mason Mistri per day 2 no. 170.00

Mason for laying per day 24 no. 160.00

Beldar per day 24 no. 100.00

Coolie per day 48 no. 100.00

Carpenter per day 8 no. 160.00

Sundries Bhisti per day 1 no. 130.00

Contractor's profit @ 10% on Rs. 252.91Total

532- As in item (531) above but for double Allahabad tiling roof. As above. Add 2.3 cost of extra materials and labour.

Total

533-

Flat rules including wastage Rate per % sft. %o no. 110 no.

Segmental %o no. 110 no.

Bamboos each 40 no.

Channel per % sft. 120 sft.

Sl. No.

Supply and fixing single Allahabe tiling with and including supply of hips, ridges and eaves and includings laying them for roof work & setting in white lime & Surkhi Mortar in ratio of 1.2 or pure kankar lime and also including supplying and laying of Sal wooden battens and white washing two coats bottom surface or tiles.

Scanding(Indian sal)Batterns 24x100x1/12x1/8=

Supply and fixing large contry tile roofing on and including bambod frames containing not less than 4 (40) Bamboos per sq. m. (Per%s.ft.) and Chatai supplied and fixed position including supply of all materials, labour and T&P etc. required for proper completion of the work and including two coats of coaltarring of bamboo frame and chatai.

Page 52: UPPWD Skelton Old

B.N. Hemp per kg. 5 kg.

Nail L.s.Layers for laying the tiles per day 2 no.

Coolie per day 2 no. 100.00

Contractor's profit @ 10% on Rs. 88.00Coaltarring as per item no. 653 & 652 per % sft. 100 sft.

Total

534- As in item no 533 above but small size country titles.Rate per % sft. %o no. 500 no.

Segmental %o no. 500 no.

Bamboos each 20 no.

Nail L.s.Bans etc. Thacher per day 1 no. 100.00

Tile layer per day 2 no.

Coolie per day 2 no. 100.00

Contractor's profit @ 10% on Rs. 62.60Coaltarring as per item no. 653 & 652 per % sft. 100 sft.

Total

535-

Taking a roof ares = 12'x8'=96 sft.Height of roof slab = 12'Cubical contents 96x3/8 = 36 cft. Bricks first claff. 36x1200/100 per %o no. 432 no.

Cement per 50 kg. bag 3.6 bad

Coarse sand per % cft. 12 cft.

Mason mistri per day 1/6 no. 170.00

Mason per day 3/4 no. 160.00

Beldar per day 3/4 no. 100.00

Coolie per day 1 no. 100.00

Bhisti per day 1/4 no. 130.00Total

Ballies 4" dia. 15no. of 12ft. each 180rft.Total

Planking 96 sft. X 1/8" thick Cost of centering Ballies 4" dia %rft. per % rft. 240 rft.

Planks of country wood per % cft. 12 cft.

Nail etc. L.s.Total

Erection and dismantling Carpenter per day 1/2 no. 160.00

Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Fixing reinforcement in position Blacksmith per day 1/4 no. 170.00

Coolie per day 1/4 no. 100.00Total

1.5% water charges

Total

Laying rainforced brick slab with and including supply of first class bricks laid in cement mortar consisting of one part cement & three parts approved coarse sand excluding supply of reinforcement and its bending but including its fixing in position and binding the same with 24 B.W.G.I. binding wire & including centering and shuttering and necessary & also including cost of binding wire, supply of all materials, labour & T&P etc. required for proper completion of the work.

Centering Ballies 5no. 12ft. Length & 4" dia 60rft.

The materials can be used 25 times - 285.60/25

Contractor's profit @ 10% on Rs. 63.14 (excluding cost of cement & sand)

Page 53: UPPWD Skelton Old

536-

Considering a roof area 61x32 1/2 = 1982.50 sft.

2x27x8x8/3 = 0.613 tons

2x27x9x8/3 = 0.692 tons

Wastage at 10% on 1.305 = 0.065 tons

Total = 1.370 tons

Carriage to site L.s.1"x1/4" G.I. Bolts per doz 50 doz.

6"x1/4" J. Hooks per doz 40 doz.

Limper Washer per doz 90 doz.

Bitumen Washer per doz 90 doz.

Carpenter per day 12 no. 160.00

Beldar per day 12 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs.3368.80

Total

537-

Take a length of 56 rft. G.I. Plain sheet4 nos. 8'x3' per cwt. 1.1 cwt.

Cartage Bolts 1"'x1/4" per doz 6.5 doz.

Limper Washer per doz 6.5 doz.

Bitumen Washer per doz 6.5 doz.

Blacksmith per day 3 no. 170.00

Beldar per day 3 no. 100.00

Contractor's profit @ 10% on Rs.169.39Total

538-

per % cft. 14.5 cft.

Mason per day 1/4 no. 160.00

Beldar per day 1/4 no. 100.00

Contractor's profit @ 10% on Rs.5.07Total

539-

Tiles - 133.0Wastage 10% = 13.3 Total : 146.3 nos. per % 150 no.

Maxphalt 30/40 per lbs 37 lds

Tarmastic per lbs 40 lds

Fuel and other T&PMortar regarding making Gola etc.

Mason per day 1/2 no. 160.00

Beldar per day 1/2 no. 100.00

For filling joint. Mason per day 1 no. 160.00

Supply & fixing Galvanised corrugated iron roofing 24 BWG in position including supply of all materials, labour and T&P ect required for the proper completion of the work and including wastage.

Supply & fixing 22 B.W.G. Ridges, valleys and gutters for iron roofing fixed with jor U bolts 10mm. (3/8") dia. with G.I. Limper and bitumen washers complete including supply of all materials, labour and T&P ect required for the proper completion of the work and including wastage.

Supplying and laving complete 4cm. (1.5") thick insulation layer of sand & clay over jackarch. Reinforced brick or reinforced cement concrete roof.

Rate per 100 sft.1.5" earth with 505 sand 100x1/8=12.5+2 for wastage=14.5cft.Labour for palverizing and laying in even course of 1.5" and ramming

Making contraction joints in terraced roof lip type including supply of necessary qnty. of filler, brick tile, all materials , labour & T&P etc. required for proper completion of the work. Take a length of 100 rft. Brick tiles for 109 rft. Length.

Making groove and gola on either side with surface neatly and floated

Page 54: UPPWD Skelton Old

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 73.67Total

540- As in item 539 above but of parapet type. Take a length of 100 rft.

Brick 1x100x3/4x1.1 = 147

1x100x2x4x1.1 = 880

1x100x4/3x3x1.1 = 440

Total = 1467 say 1470 nos.

Maxphalt 30/40 per lbs 67 lds

Tarmastic per lbs 80 lds

Fuel, Tools and plantsKankar lime per % cft. 30 cft.

Throating and Champhering Mason per day 2 no. 160.00

Coolie per day 1 no. 100.00

Making joint & applying premix and tarmasticMason per day 1.5 no. 160.00

Beldar per day 1.5 no. 100.00

Parapet making mason per day 4 no. 160.00

Beldar per day 2 no. 100.00

per % sft. 250 sft.

Contractor's profit @ 10% on Rs.301.82Total

541- As in item 536 above but with 6mm. Thick grey corrugated asbestos sheet . Take a roof area of 61x32.5 = 1982.50 sft.

2x19nos.x8x3 = 1051.30

2x19x9"x3-5½" = 1182.80

Wastage at 10% on Rs. 2234.10 = 223.41

Total = 2457.51 Say 2458 sft.

Cost of sheet per % sft. 2458 sft.

Carriage to siteHook bolts per doz. 34 doz.

G.I. Washer per doz. 34 doz.

Bitumen washer per doz. 34 doz.

Sundries L.S. Mistri per day 2 no. 170.00

Carpenter per day 10 no. 160.00

Beldar per day 8 no. 100.00

Contractor's profit @ 10% on Rs.2672.24Total

542- As in item 537 above but with ridges, valleys and gutters of asdestos sheets. Take a length of 100 rft. 3"x6" long per pair 33 pairs

Carriage end scaffolding L.S.Total

Mistri Carpenter per day 1 no. 170.00

Carpenter per day 1 no. 160.00

Beldar per day 1.5 no. 100.00

Contractor's profit @ 10% on Rs.388.37Total

Brick tiles including 10% wastage 100x8/3 =2.93 nos. %

Plastering with cement mortarr 1.5, 100"x2.5" (Sl. No. 585)

Ridges shall be fixed with the same hooks and bolts as already provided.

Page 55: UPPWD Skelton Old

543-

Materials, Bitumen 10lbs. per lds 10 lds

Coarse sand 1cft. per % cft. 1 cft.

Labour Beldar per day 0.5 no. 100.00

T&P L.S.Contractor's profit @ 10% on Rs.6.67

Total

544-

Rate % sft. Tarfelt per % sft. 100 sft.

One coat of approved Mastic Paint per lds 25 lds

Labour Mistri each 1/4 cft.

Beldar for hot work per day 0.5 no. 100.00

Beldar per day 1.5 no. 100.00

SundriesContractor's profit @ 10% on Rs.62.61

Total

545-

Material 100sft. Tarfelt 110sft. per % sft. 110 sft.

Two coat of approved Mastic Paint per lds 50 lds

Labour Mistri each 1/4 cft.

Beldar for hot work per day 1 no. 100.00

Beldar per day 2 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 76.87

Total

546-

Rater per rft. Aluminium Plate 6/12 sft. per % sft. 0.5 sft. .

Contractor's profit @ 10% on Rs. 1.85Total

547-

Rater per rft. Aluminium Plate 5/12 sft. per % sft. 5/12 sft.

Contractor's profit @ 10% on Rs. 1.72Total

Spreading over leaky roofs with bitumen paint @ 10lbs. Per % sft. or 1lbs. sq.m. including sweeping, cleaning the roof with brushes, heating of the paint upto the required temperature, pouring it on th surface, spreading of necessary quantity of approved coarse sand @ 1cft. per 100 sft. and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supplying and laying one layer of tarfelt or any other equivelent approved materials at the junction of wall and roof or at any place as per direction of the Engineer-in-charge including necessary overlap, giving a coat of approved mastic paint below the tarfelt and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supplying and laying one layer of tarfelt of other equivelent approved materials over roofs as per direction of the Engineer-in-charge including necessary overlap, giving a coat of approved mastic paint on the bottom and top of tarfelt, spreading of necessary quantity of approved coarse sand or small size bajri and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Making expansion joints with 24 gauge 6" wide aluminium sheet in walls with necessary cutting shaping of bricks if any, and covering joints, by means of 3/8" thick ply wood 5" wide and match painted as per direction of the Engineer-in-charge including supply of all materials, labour and T&P etc. required for proper completion of the work.

Labour for cutting, shaping and fixing or plate in position L.S. 3/8" thick ply wood with gutkas and screws etc. L.s.

Making expansion joints with 24 gauge 5" wide aluminium sheet & 8" wide tarfelt fixed with termastic in roof or floors joints with approved bitumen as per direction of the Engineer-in-charge including supply of all materials, labour and T&P etc. required for proper completion of the work.

Labour for cutting, shaping and fitting plate L.S. Providing Tarmastic and filling joints with maxphalt 30/40 L.S.

Page 56: UPPWD Skelton Old

CHAPTER - 12 CEILING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

551-

Planks 1" thick 300x1/12 = 25.00 cft.

Add for rebates 20% = 5.00 cft.

Beading 400x1/12x1/8 = 4.20 cft.

Add for overlap at 10% = 0.42 cft.

Add for wastage 5% on 34.62 = 1.73 cft.

Total = 36.35 cft.

Materials. Deodar planks per % cft. 36.35 cft.

Screws 1.5" long per gross 8 gross

Carriage of materials L.S. Labour Mistri per day 2 no. 170.00

Carpenter per day 2 no. 160.00

Beldar per day 4 no. 100.00

Scaffolding L.S. Sundries L.SlContractor's profit @ 10%on Rs. 1108.00

Total

552- As in item no. 551 above but of C.P. Teak wood. Rate as per item no. 551.

Contractor's profit @ 10% Total

553- As in item no. 551 above but of Kail or Chir wood. Rate as per item no. 551.

per % cft. 36.35 cft.

Contractor's profit @ 10% Total

554-

A.C. Sheets = 300sft.Wastage 5% = 15sft.Take 5sq.ft. panel for beading 5x20+4x15 = 160

Wood required 160x1/8x1/12 = 1.67

Add wastage 10% = 0.17

Total = 1.84 Say 2.00 cft.

A.C. sheets per % sft. 315 sft.

Deodar wood per % cft. 2 cft.

Screws 1.5" per gross 3 gross

Carriage of materials L.S. Labour Carpenter per day 2 no. 160.00

Beldar per day 2 no. 100.00

Scaffolding L.S. Sundries L.S.Contractor's profit @ 10%on Rs. 395.88

Total

Sl. No.

Supply and fixing of 2.5 cm. (1") thick Deodar wood planks, ceiling including supply of beading 2.5 cm.x4 cm. (1"x1.5") of Deodar wood over joints, but excludings cost of ceiling joint if & when necessary but including cost of all materials, labour & T&P etc. required for proper completion of the work. Cost of 300 sft. ceiling i.e. for a room 20"x15".

Add extra cost of Teak wood @ Rs. 39.05-28.05 = 11.00 per cft.

Deduct difference of cost of Deopar and Kail or Chir Wood i.e. @ Rs. 28.05-16.00 = 12.05 per cft.

Supply and fixing A.C. plain sheets ceiling including beadings 2.5cm.x4cm. (1"x1.5") of Deodar wood, screws. bolts and all materials, labour & T&P etc. complete excluding cost of ceiling joints if any required for proper completion of the work. Take a room of 20"x15"=300sft.

Page 57: UPPWD Skelton Old

555- As in item no. 554 above but with C.P. Teak beading.Rate with Deodar wood (as in item 554)

per % cft. 36.35 cft.

Carriage L.s.Contractor's profit @ 10% on Rs. 0.09

Total

556- As in item 554 above but of 6" thick masonite or celotax with Deodar beading 20x15 = 300 sft.Masonite or celotax 1/4" thick per % sft. 315 sft.

Wastage 10% =0.31Materials, Deodar wood per % cft. 3.5 cft.

Screws per gross 3 gross

Labour etc. same as in item 554Contractor's profit @ 10%on Rs. 664.75

Total

557- As in item 556 above but with C.P. Teak wood beading. Rate as per item 556

per % cft. 3.5 cft.

Contractor's profit @ 10% Total

558-

(Skelton analysis based on CPWD analysis of rates 1955 Sl. No. 41).Details of cost for % sft. for a room 10'x10'Materials 5'x2"x5"x11" = 3.82 cft.

9x1.5"x2"x10' = 1.88 cft.

Strips 88x1"x1/4"x10' = 1.53 cft.

Wastage 5% on 7.23 = 0.36 cft.

Total = 7.59 cft. say 7.6 cft.

Labour Carpenter per day 3 no. 160.00

Beldar per day 3 no. 100.00

5x2x2"x11" = 18 sft.

5x2x5"x11" = 46 sft.

9x2x1.5x10" = 23 sft.

9x2x2"x10" = 30 sft.

88x2.5"x10" = 183 sft.

Total = 300 sft. 300 sft.

Hesian cloth for mixing in plaster 100/9 yds. per yds. 100/9

Plaster of paris for 100 sft. of area per mds 5 mds.

Cost of rabbit wire mest per % sft. 100 sft.

Labour for manufacturing required size of tilesMason each 3 no.

Coolie each 3 no.

For fixing in the roof Carpenter each 1 no.

Beldar each 1 no.

Add difference in rate of Deodar and Teak wood (per sft.) 2x11/300 = 0.07

Deodar wood required for panels of 2.5 sft. 300x1/12x1/8 = 3.12

Add difference in cost C.P. Teak wood and Deodar wood 39.05-28.05 = Rs. 11.00 per cft.

Supply and fixing 10mm. (3/8") thick plaster of paris (Gypsum) anhyadrous ceiling including providing Kail or Chir wood frames base consisting of 2"x5" battens at 2'-6" apart cross battens of 1.5" x2" at 1'-3" apart & wooden strips 1"x1/4" with 3/8' gap in between with rabbit wire mest reinforcement fixed to wooden frame and applying one coat of solignum paint or other approved wood preservative to wooden frame including cost of all materials labour and tools and plants etc. required for proper completion of the work.

Cutting holes in walls for supporting main battens and also repairing afterwards l.s.Solignum painting or wood preservative applying

Page 58: UPPWD Skelton Old

Iron screws 1" size gross 1 5/6 gross

Sundries moulds for tiles and Scaffolding L.S. 1.5% water charges on Rs. 371.29

Total

559- Same as in item 558 but plaster of paris to be 12mm. Thick (½").Cost per Sl. No. 558 per % sft. 100 sft.

Add extra cost of plaster of paris per md. 1.25 md.

1.5% water charges on extra cost

Total

Contractor's profit @ 10%on Rs. 360.27 (except item no. 4)

Add 10% over this extra cost of Contractor's profit

Page 59: UPPWD Skelton Old

CHAPTER - 13 PLASTER AND POINTING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

571-

(a) Raking and washing surface Mason per day 1/4 no. 160.00

Coolie per day 1/4 no. 100.00

Bhisti per day 1/10 no. 130.00

(b) Labour for pointing Mason per day 1.5 no. 160.00

Coolie per day 1.5 no. 100.00

Bhisti per day 1/4 no. 130.00

Materials K. lime per % cft. 2 cft.

Scaffolding L.S. Add 1.5% water charges Contractor's profit @ 10% on Rs. 18.83

Total

572- As in item no. 571 above but for flush pointing.

Labour for flush pointing Mason per day 1.3 no. 160.00

Coolie per day 1 no. 100.00

Bhisti per day 1/4 no. 130.00

Materials Kankar lime per % cft. 1.5 cft.

Scaffolding L.S. 1.5% water charges on Rs. 15.38Contractor's profit @ 10% on Rs. 15.61

Total

573-

Labour Mason per day 1/2 no. 160.00

Coolie per day 1/2 no. 100.00

Bhisti per day 1/4 no. 130.00

Scaffolding L.S. Materials Kankar lime per % cft. 3.5 cft.

Add 1.5% water charges on Rs. 8.78Contractor's profit @ 10% on Rs. 8.91

Total

574- As in item (571) above but with cement mortar consisting of one part cement & two parts of fine sand of 1.25 F.M.

Raking and washing surface Mason per day 1/4 no. 160.00

Coolie per day 1/4 no. 100.00

Bhisti per day 1/10 no. 130.00

Labour for pointing Mason per day 1.5 no. 160.00

Coolie per day 1.5 no. 100.00

Bhisti per day 1/4 no. 130.00

Materials Cement per 50 kg. bag 0.43 bag

Fine sand of 1.25 F.M. per % cft. 1 cft.

Finishing by Iron Trowal L.S.Add 1.5% water charges on 22.06Contractor's profit @ 10% on Rs. 17.58

Total

575- As in item no. 574 above but for flush pointing deduct form item 574..

Sl. No.

Struck pointing with kankar lime on brick work including supply of all materials, labour and T&P ect. Required for proper completion of the work.

Raking and washing surface same as in item 571.

Rubbing with kankar lime or with white lime and surkhi on brick work including supply of all materials, labour T&P etc. required for proper completion of the work.

Page 60: UPPWD Skelton Old

Labour Mason per day 1/3 no. 160.00

Coolie per day 1/3 no. 100.00

Add 1.5% water charges on Rs. 2.83Contractor's profit @ 10% on Rs. 2.87

Total

576- As in item no. 574 and 575 above but in flush deduct form item 574 and 575. Labour Mason per day 1/3 no. 160.00

Coolie per day 1/3 no. 100.00

Bhisti per day 1/10 no. 130.00

Add 1.5% water charges on Rs. 3.25Contractor's profit @ 10% on Rs. 3.30

Total

577-

Raking and washing surface Mason per day 1/4 no. 160.00

Coolie per day 1/4 no. 100.00

Bhisti per day 1/10 no. 130.00

Labour for pointing Mason per day 1.33 no. 160.00

Coolie per day 1.33 no. 100.00

Bhisti per day 1/3 no. 130.00

Scaffolding L.S. Mortar including wastage : Cement per 50 kg. bag 1 bag

Fine sand of 1.25 F.M. per % cft. 1.3 cft.

Add 1.5% water charges on Rs. 26.67

Total

578-

Raking and washing surface Mason per day 1/4 no. 160.00

Coolie per day 1/4 no. 100.00

Bhisti per day 1/10 no. 130.00

Labour for pointing including mixing : Mason per day 1.5 no.

Coolie per day 1.5 no. 100.00

Bhisti per day 1/4 no. 130.00

Materials Cement per 50 kg. bag 425 bag

Fine sand of 1.25 F.M. per % cft. 1 cft.

Scaffolding L.S. Finishing by Iron Trowal L.S.Colouring materials for 100sft. L.S.Add 1.5% water charges on Rs. 22.9

Total

579-

Labour for Plastering : Mason per day 3/4 no. 160.00

Coolie per day 3/4 no. 100.00

Bhisti per day 1/4 no. 130.00

Scaffolding L.S. Materials : Kankar lime per % cft. 5 cft.

Add 1.5% water charges on Rs. 14.73

Raised pointing with cement and Fine sand of 1.25 F.M. mortar on brick work in proportion of 1:2, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Contractor's profit @ 10% on Rs. 16.19 (except on cost of cement & sand)

Struck cement pointing 1:2 with colouring materials to match the brick work colour including supply of all materials, labour and T&P etc. required for proper completion of the work.

Contractor's profit @ 10% on Rs. 18.58 (except on cost of cement & sand)

12mm. Thick plaster with kankar lime over brick work minimum thickness not to be less than 3/8" (10mm.) thick including supply of all materials, labour and T&P etc. required for proper completion of the work.

Raking and washing surface. Same in above item 578.

Page 61: UPPWD Skelton Old

Contractor's profit @ 10% on Rs. 14.96Total

580- As in item 579 above but with cement mortar in proportion of 1:2 cement & fine sand of 1.25 F.M.

Materials Cement per 50 kg. bag 2.5 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft.

Add 1.5% water charges on Rs. 34.24

Total

581- As in item 579 above but with cement mortar consisting one part cement and two parts of approved coarse sand.

Materials Cement per 50 kg. bag 2.5 cft.

Coarse Sand per % cft. 5 cft.

Extra labour required L.S.Add 1.5% water charges on Rs. 40.74

Total

582- As in item 589 above but with cement and fine sand of 1.25 F.M. mortar in 1:3.

Materials Cement per 50 kg. bag 1.67 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft.

Add 1.5% water charges on Rs. 26.89

Total

583- As in item 579 above but with cement and approved coarse sand in 1:3..

Materials Cement per 50 kg. bag 1.42 bag

Coarse Sand per % cft. 5 cft.

Add 1.5% water charges on Rs. 21.41

Total

584- As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:4.Labour for raking, washing surface as above. Labour for plastering as above.Materials Cement per 50 kg. bag 1.25 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft.

Add 1.5% water charges on Rs. 23.11

Total

585- As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:5.Labour for raking, washing surface as above. Labour for plastering as above.

Raking and washing surface. Same in above item 579.Labour for Plastering. Same as in item no. 579.

Contractor's profit @ 10% on Rs. 10.99 (except on cost of cement & sand)

Labour for raking, washing and plastering. Same in above item 579.

Contractor's profit @ 10% on Rs. 12.59 (except on cost of cement & sand)

Labour for raking, washing and plastering. Same in above item 580.

Contractor's profit @ 10% on Rs. 10.88 (except on cost of cement & sand)

Labour for raking, washing and plastering. Same in above item 581.

Contractor's profit @ 10% on Rs. 12.48 (except on cost of cement & sand)

Contractor's profit @ 10% on Rs. 10.83 (except on cost of cement & sand)

Page 62: UPPWD Skelton Old

Materials Cement per 50 kg. bag 0.85 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft.

Add 1.5% water charges on Rs. 20.90

Total

586- As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:6.Labour for raking, washing as above. Labour for plastering as above.Materials Cement per 50 kg. bag 0.7 cft.

Fine sand of 1.25 F.M. per % cft. 5 cft.

Add 1.5% water charges on Rs. 19.33

Total

586-

Materials Cement per 50 kg. bag 0.7 cft.

White lime per % cft. 0.8 cft.

Coarse sand per % cft. 0.8 cft.

Local sand per % cft. 0.4 cft.

Add 1.5% water charges on Rs. 21.83

Total

586- (b) As in item 579 above but with cement, white lime, coarse sand and local sand in proportion of 1:1:2:4.Labour as in item no. 586(a).Materials Cement per 50 kg. bag 0.7 cft.

White lime per % cft. 0.8 cft.

Coarse sand per % cft. 1.6 cft.

Local sand per % cft. 0.4 cft.

Add 1.5% water charges on Rs. 22.87

Total

587- Add for extra labour to all items of plaster if done in ceiling.Extra labour : Mason per day 1/4 no. 160.00

Extra of scaffoldingWastage for mortar L.S.1.5% water chargesContractor's profit @ 10%

Total

588- As in item 579 above but with cement, white lime and fine of 1.25 F.M. mortar in proportion of 1:1:6.Labour for raking, washing as above. Labour for plastering as aboveMaterials Cement per 50 kg. bag 0.7 bag

Fine sand of 1.25 F.M. per % cft. 5 cft.

White lime per % cft. 0.7 cft.

Add 1.5% water charges on Rs. 20.87

Total

Contractor's profit @ 10% on Rs. 10.79 (except on cost of cement & sand)

Contractor's profit @ 10% on Rs. 10.76 (except on cost of cement & sand)

(a) As in schedule item 579 above but with cement, white lime, coarse sand and local sand in proportion of 1:1:2:5 complete (per%sft.).

Labour for raking, washing surface as above. Same as in item no. 586.

Contractor's profit@10%on Rs.12.57 (except on cement,coarse sand & local sand)

Contractor's profit @ 10% on Rs. 12.58 (except on cement, coarse sand & local sand)

Contractor's profit @ 10% on Rs. 12.33 (except on cost of cement & sand)

Page 63: UPPWD Skelton Old

589- Mud plastering over brick walls including supply of all materials, labour and T&P etc. rquired for proper completion of the work.

Labour : Mason per day 0.5 no. 160.00

Beldar per day 0.5 no. 100.00

Coolie per day 0.5 no. 100.00

Bhisti per day 1/10 no. 130.00

Cost of mud and other sundries L.S. Contractor's profit @ 10% on Rs. 6.69

Total

590-

Materials Cement per 50 kg. bag 1 bag

Coarse sand per % cft. 4.5 cft.

Mason per day 1.3 no. 160.00

Coolie per day 1.3 no. 100.00

Bhisti per day 1/4 no. 130.00

Cement per 50 kg. bag 0.8 bag

Marble per % cft. 1 cft.

Labour : Mason per day 3/4 no. 160.00

Coolie per day 3/4 no. 100.00

Final Coat : White lime per % cft. 1 cft.

Marble dust or gypsum per % cft. 1 cft.

Linseed (orcinary) per gall. 0.5 gall.

Chali per kg. 2 kg.

Muslin per yard 2 yds

Mason per day 2 no. 160.00

Coolie per day 2 no. 100.00

Bhisti per day 1/4 no. 130.00

Beldar special for polishing per day 5 no. 100.00

Cost of rubbing stones L.S. Add 1.5% water charges on Rs. 112.37

Total

591-

Same as in item 592 below.

Add 1.5% water charges on Rs. 15.71Total

2cm. (3/4") thick stucco plaster resembling marble finish, 1st coat 10mm. (3/8") thick with 1:4 cement and approved coarse sand, intermediate coat 5mm. Thick with cement and marble dust 1:1 and final coat 5mm. (3/16") thick with rich lime throughtly slaked & passed through fine sieve and mixed and grinded with white marble dust or gypsum alongwith required quantity of matelic oxide to give desired tint in ratio 1:1:3 including supply of all materials, labour and T&P etc. rquired for proper completion of the work.

Labour for raking, joints, washing and polishing

Intermediate coat 1/4" thick 1:1 cement and marble dust.

Labour for rendering final coat including rubbing and polishing.

Contractor's profit @ 10% on Rs. 89.30 (except on cost of cement & sand)

2cm. (34/") thick plaster finished with marble chips on walls, pillars and steps etc. rubbed & polished to granolithic finish, base coat to be 15mm. (9/16") thick with one part of cement and 2 parts approved coarse sand & top coat 5mm. (3/16") thick with one part of ordinary cement & 2 marble chips of required colour including supply of all materials, labour and T&P etc. rquired for proper completion of the work.

Deduct Difference in cost of whit cement including water charges and contractor's profit and in ordinary cement=(0.8x27.00+ 11.5%-0.8x10.50 or 24.11-8.40

Page 64: UPPWD Skelton Old

592-

White Cement per bag. 0.8 bag

Marble chips per % cft. 2.5 cft.

Labour : Mason per day 1.3 no. 160.00

Coolie per day 1.5 no. 100.00

Bhisti per day 0.5 no. 130.00

Beldar for rubbing and polishing per day 9 no. 100.00

Add 1.5% water charges on Rs. 139.21

Total

593- Same as in item 591 above but with 5mm. (3/16") thick top coat coloured as desired by the Engineer-in- charge.

Same as in item 590. Colour including contractor's profit @ 10% per kg. 4 kg.

Total

594-

Materials Cement per 50 kg. bag 1.13 bag

Coarse sand per % cft. 5.5 cft.

Labour same as in item no. 592 Final Coat : Cement per 50 kg. bag 0.8 bag

Pebble and fine gravels per % cft. 2.5 cft.

Brush L.S. Labour : Mason per day 1/2 no. 160.00

Coolie per day 1 no. 100.00

Bhisti per day 1/4 no. 130.00

Scaffolding L.S.Add 1.5% water charges on Rs. 50.15

Total

595- Rough cost finish to plaster of different mortar. Add extra to plaster items. Extra materials for rough cost finish. Cement per 50 kg. bag 0.8 bag

Labour : Mason per day 0.5 no. 160.00

Coolie per day 0.5 no. 100.00

Bhisti per day 1/8 no. 130.00

Add 1.5% water charges on Rs. 13.43

Total

596- Add extra labour and materials for plaster over rough face of one brick walls.Extra cost of cement or lime L.S.

Same as in item 591 above but with top 5 cm. (3/16") thick coat of white cement and marble chips. Labour and materials per % sft. Base coarse 0.5" thick with 1:2 cement and coarse sand.

Labour and materials same as in foregoing item no. 581.

Sundries including carborandum and polishing L.S.

Contractor's profit @ 10% on Rs. 112.55 (except on cost of cement)

2cm. (3/4") thick pebble dash plaster with base coat 1.5cm. (9/16") thick in one cement & 4 approved coarse sand. The final coat to be with cement & washed fine gravel or pabbedashed on to the green plaster and pressed with large trowel, rubbing materials, labour and T&P etc. required for proper completion of the work.

Cost of 100 sft. Base coat with 1:4 cement and coarse sane 1.5 cm. (9/16").

Contractor's profit @ 10% on Rs. 23.49 (except on cost of cement & coarse sand)

Sundries such as Muslin pad to raise grains L.s.

Contractor's profit @ 10% on Rs. 5.23 (except on cost of cement)

Page 65: UPPWD Skelton Old

Mason per day 1/8 no. 160.00

Coolie per day 1/8 no. 100.00

Add 1.5% water charges on Rs. 2.21

Total

597-

Cement per 50 kg. bag 2 bag

Coarse sand per % cft. 6 cft.

Raking and washing surface : Mason per day 1/4 no. 160.00

Coolie per day 1/4 no. 100.00

Bhisti per day 1/10 no. 130.00

Finishing coat cement per 50 kg. bag 0.25 bag

Mason per day 1 no. 160.00

Coolie per day 1 no. 100.00

Bhisti per day 3/8 no. 130.00

Add 1.5% water charges on Rs. 44.07

Total

598-

Mason per day 2/3 no. 160.00

Coolie per day 1/8 no. 100.00

Add 1.5% water charges on Rs. 4.00Contractor's profit @ 10%

Total

599-

Cost of water proofing materials per kg. 1 kg.

Extra labour for mixing L.S.1.5% water charges Contractor's profit @ 10%

Total

Contractor's profit @ 10% on Rs. 1.09 (except on cost of cement)

2cm. (3/4") thick cement plaster in dedo or skirting in 1:2 consisting of one part yf cement and 2 parts of approved coarse sand laid in panels, finished with 3mm. (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Contractor's profit @ 10% on Rs. 13.30 (except on cost of cement & sand)

Engraving lines in the plaster of outer face well vertically and horizontally to display the surface as stone facing as directed by the Engineer-in-charge including labour & T&P etc. required for proper completion of the work. Add for extra labour to all items of plaster.

Providing and fixing water proofing materials in cement mortar for plastering or in concrete work in the proportion recommended by the Manufacturer.

Page 66: UPPWD Skelton Old

CHAPTER - 14 FLOORING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

600-

Stone grit 2 cm. gauge per % cft. 7.5 cft.

Coarse sand per % cft. 3.7 cft.

Cement including wastage per 50 kg. bag 2.4 cft. or 2.03 bag

Mistri per day 1/8 no. 170.00

Mason per day 1 no. 160.00

Beldar per day 0.5 no. 100.00

Coolie per day 0.5 no. 100.00

Bhisti per day 1/4 no. 130.00

Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 51.86

item no. 275 per % cft. 25 cft.Total

601-

Sl. No. 601. per % cft. 100 sft.

per % cft. 25 cft.

Total

602- As in item no. 601 above but with the base concrete consisting of brick ballast, white lime and surkhi in ratio of 100.16:32

Same as in item 601 for 1" C.C. floorAdd 3" base concrete in lime and surkhi (272) per % cft. 25 cft.

Total

603- As in item no. 601 above but with base concrete consisting of brick ballast & kankar lime.

As in item no. 601 for 1" C.C. floor

per % cft. 25 cft.

Total

604- As in item no. 601 but floor shall be 5 cm. (2") thick instead of 2.5 cm. (1") thick and proportion of concrete 1:1.5:3 instead of 1:2:4

Cement per 50 kg. bag 475 bag

Stone grit 2 cm. per % cft. 15 cft.

Coarse sand per % cft. 7.5 cft.Mistri per day 1/8 no. 170.00

Mason per day 1.5 no. 160.00

Beldar per day 3/4 no. 100.00

Sl. No.

2.5 cm. (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm. (3") thick base concrete consisting of cement, local sand and brick ballast 4 cm. (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T & P etc. required for proper completion of the work.

Contractor's profit @ 10% on Rs. 13.02 except on cement, sand and ballast.Add brick ballast 3" base concrete in 1:4:8 as per

(a) As in item no 601 above but without base concrete.Rate of 1" C.C. floor with 3" base concrete as per

Deduct cost of 3" base concrete 1:4:8 cement local sand and 1.5" brick ballast as per Sl. No. 275

Add brick ballast 3" base concrete in kankar lime (271)

Page 67: UPPWD Skelton Old

Coolie per day 3/4 no. 100.00

Bhisti per day 1/3 no. 130.00

Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 105.77

per % 25 cft.

Total

As in item no. 604 above but without base concrete.

Sl. No. 604 per % sft. 100 sft.

per % cft. 25 cft.

Total

605- As in item no. 601 above but floors shall be 4 cm. (1.5") thick instead of 2.5 cm. (1") thick and without base concrete.

Cement per 50 kg. bag 2.75 bag

Coarse sand per % cft. 6.5 cft.

Stone Ballast 3/4" per % cft. 13 cft.Mistri per day 1/8 no. 170.00

Mason per day 1.3 no. 160.00

Beldar per day 1 no. 100.00

Coolie per day 3/4 no. 100.00

Bhisti per day 1/4 no. 130.00

Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 77.23

Total

606-

Extra cement or cement & marble dust mortar per 50 kg. bag 0.5 bag

Polishing and rubbing materials L.S.Labour for polishing and cutting : Beldar per day 8 nos. 100.00

1.5% water charges on Rs. 34.25

Total

607- Add to item no. 601 to 603 and 605 when coloured polished floors are laid.Polishing as in item no. 606Cost of colour (Deep Bluish) per kg. 4 kg.

Contractor's profit @ 10% on Rs. 15.00 Deduct 4 kg. cement 10.50x4/50=0.84

Total

Contractor's profit @ 10% on Rs. 20.05 except on cost of cement and ballast Add brick ballast 7.5cm. Base concrete in 1:4:8(275) per% 25 cft.

604-(a)

Rate 2" C.C. floor with 3" base concrete as per

Deduct cost of 3" base concrete 1:4:8 cement, local sand and 1.5" brick ballast as per Sl. no.275

Contractor's profit @ 10% on Rs. 17.65 except on cost of cement and ballast

Add in item 601 to 603 and 605 when floors are polished including supply of extra cement, chapra batti, carborndum stone, all other materials, labour and T & P etc. required for proper completion of the work. Marble dust shall be added in the floating coat in ratio of 5:1 (Marble dust and cement) if necessary but no extra amount will be paid for it. This includes final finish with french mansion pollish or other approved polish.

Contractor's profit @ 10% on Rs. 29.51 except on cost of cement

Page 68: UPPWD Skelton Old

608-

As per item no. 271 per % cft. 25 cft.

per % sft. 115 sft.

Lime mortar (Kankar lime) for bedding per % cft. 6 cft.

Carriage of stone L.S.Cement slurry for joints L.S. Mestri per day 1/8 no. 170.00

Mason per day 4 no. 160.00

Beldar per day 4 no. 100.00

Bhisti per day 1/8 no. 130.00

Add 1.5% for water charges on Rs. 215.93

Total

609-

Deduct for line concrete base

Total

per % cft. 25 cft.

Cement per 50 kg. bag 1 bag

Fine sand of 1.25 F.M. per % cft. 4 cft.Total

610-

Deduct for cement concrete base per % cft. 25 cft.

per % cft. 25 cft.

Total

611-

Same as in item 608 aboveDeduct lime concrete 3" base

10% wastage per % cft. 110 cft.

Cost of lime mortar per % cft. 6 cft.

Mason per day 4 no. 160.00

Cement slurry for joints L.S. Beldar per day 4 no. 100.00

Bhisti per day 1/8 no. 130.00

Sundries L.S.

Stone floors 4 cm. (1.5") thick of Mirzapur or othere approved stone flags, set in kankar lime over and including 1 cm. (8") lime concrete consisting 4 cm. (1.5") gauge brick ballast & kankar lime stone flags to be of standard size with and including border stone as specified or as directed by Engineer-in-charge. Stone should be fine dressed on upper surface and all edges, joints not to exceed 3 mm. (1/8") Rate to include cost of stone dressed as specified, all other materials, labour & T&P etc. required for proper completion of the work. Rater per 100 sft. lime concrete bas 3" thick.

1½" thick stone of standard size with top surface finally dressed including 15% wastage

Contractor's profit @ 10% on Rs. 181.87 (except on cost of base concrete & cement slurry).

As in item no. 608 above but with stone flags laid in 1:4 cement and fine sand of 1.25 F.M. mortar with base concrete consisting of on part of cement and four parts of local sand and 8 parts brick of ballast. As in item no. 608.

Lime mortar for setting including 10% contractor's profit

Add 3" base with cement concrete 1:4:8 Sl. No. 275

As in item no. 608 above but stone flags laid in white lime and surkhi 1:2 and base concrete consisting of brick ballast, in one white lime and 2 surkhi mortar. As in item no. 609.

Add 3" base concrete in one white lime and two surkhi mortar (272)

As in item no. (608, 609 and 610) above but upper surface and edges chiesel dressed and joints upto 6 mm. (1/4") thick. Deduct from items (608, 609 and 610).

Stone flags of standard size chiesel dressed including

Contractor's profit @ 10% on Rs.135.49 except on lime concrete & cement slurry cost of cement and ballast

Page 69: UPPWD Skelton Old

per % sft.

Total

612-

Rate per sft.-3" base concrete in kankarLime as per item no. 271 per % cft. 25 cft.

1st class bricks per 30 no. 530 no.

Cement per 50 kg. bag 1.25 bag

Fine sand of 1.25 F.M. per % cft. 8.5 cft.

per % sft. 100 sft.

Mestri per day 1/10 no. 170.00

Mason per day 1 no. 160.00

Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Bhisti per day 1/4 no. 130.00

Add 1.5% water charges on Rs. 113.87

Total

613-

per % cft. 25 cft.

per % cft. 25 cft.

Total

614-

per % cft. 25 cft.

per % cft. 25 cft.

Total

615-

Beldar per day 0.5 no. 100.00

Coolie per day 0.5 no. 100.00

Bricks per % o no. 530 no.

Sand per % cft. 10 cft.

Mason per day 1 no. 160.00

Beldar per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 46.92 Total

616- As in item no. 612 above but bricks , laid flat.

So net deduction to be made 237.37-198.96=Rs. 38.38

First class brick on edge floor laid in cement mortar consisting one part of cement & six parts of fine sand of 1.25 F.M. & pointed with cement mortar 1:2 over and including 8 cm. (3") brick ballast base concrete with kankar lime including supply of all materials, labour & T&P etc. required for proper completion of the work.

Cement pointing 1:2 cement and local sand mortar (item 574-576)

Contractor's profit @ 10% on Rs. 46.97 except on cost of cement, sand, base concrete and pointing.

As in item no. 612 above but with 8 cm. (3") base concrete consisting of brick ballast white lime and surkhi in ratio of 100:16:32 . As in item no. 612.

Deduct cost of 3" base concrete in kankar lime as per item 271Add cost of 3" base concrete in birck ballast, white lime and surkhi in ratio of 100:16:32 as per item 273

As in item no. 612 above but with 8 cm. (3") base concrete consisting of one part of cement four parts of fine sand of 1.25 F.M. and eight parts of brick ballast. As in item no. 612.

Deduct cost of 3" base concrete in kankar lime as per item 271Add cost of 3" base concrete in 1:4:8 cement, fine sand of 1.25 F.M. and birck ballast.

First class brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour and T & P etc. required for proper completion of the work.

Preparation of base, dressing, ramming and sprinking water.

Page 70: UPPWD Skelton Old

Rate for 100 sft. :- 3' base concrete in kankar.

Lime as per item no. 271 per % cft. 25 cft.

1st class bricks per % no. 350 no.

Cement per 50 kg. bag 0.9 bag

Fine sand of 1.25 F.M. per % cft. 7 cft.

per % sft. 100 sft.

Mistri per day 1/10 no. 170.00

Mason per day 3/4 no. 160.00

Beldar per day 0.5 no. 100.00

Coolie per day 1 no. 100.00

Bhisti per day 1/4 no. 130.00

Add 1.5% water charges on Rs. 95.67

Total

617- As in item no. 613 above but bricks laid flat. As in item no. 616Deduct cost of 3" base concrete kankar lime per % cft. 25 cft.

per % cft. 25 cft.

Total

618- As in item no. 614 above but bricks laid flat. As in item no. 616

per % cft. 25 cft.

per % cft. 25 cft.

Total

619- As in item no. 615 above but bricks , laid flat.Rate for 100 sft. :- 3' base concrete in kankar.

Bricks per % o no. 350 no.

Sand per % cft. 8 cft.

Mason per day 1 no. 160.00

Beldar per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 32.65Total

620-

per % cft. 25 cft.

3/4"C.C. Stone chips 3/4" granite per % cft. 7 cft.

Coarse sand per % cft. 4 cft.

Cement per 50 kg. bag 1.75 bag

1/4" Granolithic chips : Marble chips per quintal 1.4 quintalCement per 50 kg. bag 1 bag

Sundries for rubbing and polishing L.S. Mistri per day 1/8 no. 170.00

Cement pointing 1:2 cement and fine sand of 1.25 F.M. mortar

Contractor's profit @ 10% on Rs. 31.18 (except on base concrete, pointing cement and sand.

Add cost of 3" base concrete in brick ballast, white lime and surkhi in ratio of 100:16:32 (item no. 272)

Deduct cost of 3" base concrete in kankar lime

Add cost of 3" base concrete in 1:4:8 cement, fine sand of 1.25 F.M. and brick ballast.

Granolithic marble flooring 2.5 cm. (1") thick consisting of one part cement, two parts of approved coarse sand and 4 parts of 2 cm. (3/4") graded approved stone chips including 6 mm. (1/4") thick surface coat with ordinary cement black, white or grey or mixed marble chips passing 3 mm. (1/8") but retained on 1.5 mm. (1/6") mesh screen in proportion of 1:2 as specified or directed by Engineer-in-charge and polished by hand or machine and finally finished with french manson polish or other approved polish including 8 cm. (3") kankar lime concrete base, including supply of all materials, labour and T & P etc. required for proper completion of the work.

Base : Lime concrete base 3" thick as per item 271

Page 71: UPPWD Skelton Old

Mason per day 2 no. 160.00

Beldar per day 2 no. 100.00

Bhisti per day 1/4 no. 130.00

Beldar for cutting & polishing per day 15 no. 100.00

Sundries L.S. like phanties etc. Add 1.5% water charges on Rs. 185.62

Total

621- As in item no. 620 above but when white cement is used in top 5 mm. (1/4") layer instead of ordinary cement.

Rate per % sft. as per item no. 620Deduct :- Cost of grey cement per 50 kg. bag 1 bag

Add cost of white cement from market per 50 kg. bag 1 bag

Add Contractor's profit @ 10% on Rs. 27.00Total

622- As in item no. 620 above but when coloured floors are to be made.Rate per sft. as per item no. 620Add cost of colour (Deep bluish) per kg. 4 kg.

Add Contractor's profit @ 10% on Rs. 15.00Add 1.5% water charges on Rs. 15.00Deduct Cost of 4 kg. cement per 50 kg. bag 4 kg.

Total

623-

Total

624- As in item no. (620 to 622) above but base concrete consisting of brick ballast, white lime and surkhi in ratio of 100:16:32.

Total

625-

Base 12 mm. thick cement plaster 1:2 as base coat with cement and coarse. sand (as per item 581) per % sft. 100 sft.

3/8" thick rubbed to 1/4" marble chips per quintal 1.4 quintalCement per 50 kg. bag 1 bag

Sundries L.S. 1/4" Granolithic chips : Marble chips per quintal 1.4 quintalCement per 50 kg. bag 1 bag

Sundries for rubbing and polishing L.S. Mason Mistri per day 1/6 no. 170.00

Mason per day 3/4 no. 160.00

Beldar per day 3/4 no. 100.00

Bhisti per day 1/4 no. 130.00

Contractor's profit @ 10% on Rs. 109.29 (except on base concrete, cement, sand and ballast)

As in item no. (620 to 622) above but base concrete consisting of one part of cement 4 parts of local sand and 8 part of brick ballast.

Add extra :- Difference in kankar lime, concrete and 1:4:8 base concrete per sft. 58.16-32.42/100

Add extra:-Difference in kankar lime and one white lime and two surkhi mortar base concrete per sft.=37.99-32.42/100

Granolithic marble dado 2 cm. (3/4") thick consisting of 15 mm. (9/16") thick layer of one part cement, 2 part of approved coarse sand including 5 mm. (3/16") thick surface coat with ordinary cement, black or white or grey or mixed marble chips passing 3 mm. (1/8") but retained on 1.5 mm. (1/16") mesh screen in proportion of 1:2 as specified or directed by Engineer-in-charge & polished by hand or machine and finally finished with french mansion polish or other approved polish including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 72: UPPWD Skelton Old

Beldar for cutting & polishing per day 15 no. 100.00

Add 1.5% water charges on Rs. 142.34

Total

626- As in item no. 625 above but when white cement is used in top 5mm. (3/16") thick layer instead of ordinary cement.

Rate per % sft. as per item no. 625Deduct cost of grey cement per 50 kg.bag 1 bag

Add cost of white cement from market per 50 kg.bag 1 bag

Add Contractor's profit @ 10% on Rs. 27.00Total

627- As in item no. 625 above but when coloured dados are to be made.Rate per % sft. as per item no. 625Add cost of colour (Deep bluish) per kg. 4 kg.

Add Contractor's profit @ 10% on Rs. 15.00Add 1.5% water charges on Rs. 15.00Deduct Cost of 4 kg. cement per 50 kg. bag 4 kg.

Total

628-

Take an area of 12sq. Yards- 108 sq.ftTiles required per doz. 36 doz.

Cement per 50 kg. bag 3.2 bag

Coarse sand per % cft. 12 cft.

White cement per bag 1 bag

Marble dust per cft. 4 cft.

Tile layers per day 4 no.

Women coolie per day 2 no. 100.00

Sundries L.S. Add 1.5% water charges on Rs. 782.81

Total

629-

Tiles required 110sft. at 2.50 per sft.Total mortar required 5cft. Cement per 50 kg. bag 1 bag

Coarse sand per % cft. 4 cft.

Add 1.5% water charges on Rs. 290.70Contractor's profit @ 10% on Rs. 279.35

Total

630-

(a)

Wastage 5% = 00.54lbs. Total = 11.37 lbs. or 5.16kg.Cost of strips (Market rate) per kg. 5.16 kg.

Carriage of Strips L.S. per kg.

Labour for fixing and finishing Mason per day 1 no. 160.00

Beldar per day 1 no. 100.00

Sundries L.S.

Contractor's profit @ 10% on Rs. 91.36 (except on cost of cement and plaster)

Supply & fixing 6 mm. (1/4") China white glazed in flooring or dado laid with 1:3 cement and approved coarse and mortar finished with white cement slurry jointing & polishing complete including supply of all materials, labour and T&P etc. required for proper completion of the work.

Contractor's profit @ 10% on Rs. 747.24 (except on cost of grey cement and sand)

As in item no. 628 above but when NITCO or equivalent quaintity of tiles with mosaic work in light shades are used in floors and dados. Take as area of 12sq. yards= 108sq.ft.

Providing & fixing aluminium strips of 16" gauge in joints of floors & skirtings at the time of laying floors, flash with floor level, including labour and T&P etc. complete

of 2.5cm. (1") depth. Details of cost of 144rft. of Skeletion analysis as per S.l. aluminium stirps 16" gauge 1" depth wt. - 10.88 lbs. no. 20, 1962 CPWD analysis Materials, Aluminium sheet cut into streps=10.88lbs.

Page 73: UPPWD Skelton Old

Add 1.5% water charges on Rs. 58.45Contractor's profit @ 10% on Rs. 59.32

Total

(b)

Wastage 5% = 0.81lbs. Total = 17.06 lbs. or 7.75kg.Cost of strips per kg. 7.75 kg.

Cartage of Strips L.S.

1.5% water charges on Rs. 82.43Contractor's profit @ 10% on Rs. 88.66

Total

(c)

Wastage 5% = 1.08lbs. Total = 22.75 lbs. or 10.34 kg.Cost of strips per kg. 10.34 kg.

Cartage of Strips L.S.

per day 1 no. 100.00

1.5% water charges on Rs. 106.39Contractor's profit @ 10% on Rs. 107.98

Total

631

(a) of 2.5cm. (1") depth. Details of cost of 144rft. or glass strips 1/8" thick. Cost of strips (Market rate) per rft. 144 rft.

Carriage of Strips L.S.

Add 1.5% water charges on Rs. 22.27Contractor's profit @ 10% on Rs. 22.60

Total

(b) of 4 cm. (1.5%) depth. Details of cost of 144rft. of glass strips 3.5mm. (1/8") thick.Cost of strips (Market rate) per rft. 144 rft.

Carriage of Strips L.S.

Add 1.5% water charges on Rs. 28.03Contractor's profit @ 10% on Rs. 28.45

Total

(c) of 5cm. (2") depth. Details of cost of 144rft. of glass strips 1/8" thick.Cost of strips (Market rate) per rft. 144 rft.

Carriage of Strips L.S.

Add 1.5% water charges on Rs. 32.35Contractor's profit @ 10% on Rs. 32.83

Total

632-

Labour : Mason per day 1/3 no. 160.00

Beldar per day 1/3 no. 100.00

of 1/4 cm. (1.5%) depth. Take 144rft. 16' gauge 1.5' depth aluminium strip, weight = 16.25 lbs. Materials. Aluminium sheet cut into strips=16.25 lbs.

Labour for fixing and finishing same as in (a) above

of 5cm. (2") depth. Take 144rft. 16' gauge 2' depth aluminium strips weight = 21.67 lbs. Materials. Aluminium sheet cut into strips=21.67 lbs.

Labour for fixing and finishing same as in (a) above

Providing & fixing glass strips of 3.15mm. (1/8") thickness in joints of floors & skirtings at the time of laying floors, flash with floor level, including labour and T&P etc. complete

Labour for fixing and finishing same as in 630 (a) above

Labour for fixing and finishing same as in 630 (a) above

Labour for fixing and finishing same as in 630 (a) above

Extra for making cheques of approved pattern on Skeleton analysis based on S.l.no. cement concrete, floor, steps, landing etc. including 12 of 1962CPWD analysis of rates labour and T&P etc. complete. Take 100sft.Area.

Page 74: UPPWD Skelton Old

Chequered plates L.S. Add Contractor's profit @ 10% on Rs. 3.68

Total

633-

Wastage 5%=5ft. Total 1.5ft.Cost of nosings (Market rate) per rft. 105 rft.

per kg. 11.13 kg.

Screws and nuts 1"x1/6" per gross 200 no.

Carriage L.S.Labour : Mason per day 6 no. 160.00

Hammer man per day 6 no. 105.00

Add Contractor's profit @ 10% on Rs.157.30Total

Providing & fixing aluminum angle shape, nosings (Skeleton analysis taken from 30x12x2.2mm., (1.5"x0.5"1/10" approx) fixed with 25x3 mm. an extra item sanctioned in C.(1"x1/8") flat iron hold fasts 180 mm. (7") long placed at PWD kanpur office). 150 mm. (6") apart and screwed with 1"x1/8" screwes and nuts, including supply of all materials, labour and T&P complete. Take 100ft. lenght materials. Aluminium nosings = 100ft.

M.S. flats 1"x1/8"x7" long 200no.=117rft. @ 0.21 lbs./rft. = 24.57lbs=11.13kg.

Page 75: UPPWD Skelton Old

CHAPTER - 15 PAINTING AND DISTEMPERING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

641-

Primer per gal. 1 gal.

Painter per day 1.5 no. 140.00

Coolie per day 1.5 no. 100.00

Brushes, T&P and other Sundries L.S.Add Contractor's profit @ 10% on Rs. 41.25

Total

Details of cost for 650sft. Painting one coat over priming coat.Paint per litre 4 litre Paints (of

Painter per day 1.8 no. 140.00

Coolie per day 1.8 no. 100.00

Sundries, brushes etc. L.S.Add Contractor's profit @ 10% on Rs. 65.24

Total

642- Same as in item 641 above but for every coat after 1st coat. Details of cost for 650 sft. area.Superior paint ready mixed per litre 3.5 litre

Painter per day 1.5 no. 140.00

Coolie per day 1.5 no. 100.00

Sundries, brushes etc. L.S.Add Contractor's profit @ 10% on Rs. 56.00

Total

643- As in item 642 above but for every coat on previously painted old wood or steel work.Take cost of 650 sft. Paint per litre 4.5 litre Paints (of

Painter per day 2.1667 no. 140.00

Coolie per day 2.1667 no. 100.00

Sundries, brushes etc. L.S.Add Contractor's profit @ 10% on Rs. 73.99

Total

644-

Paint per gal. 1 gal. Paints (of

Painter per day 1 no. 140.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 38.25Total

Painting coat for 1050 sft. Paint per litre 4 litre Paints (of

Painter per day 3 no. 140.00

Coolie per day 3 no. 100.00

Sundries scaffolding etc. Contractor's profit @ 10% on Rs. 67.50

Total

645- As in item no. 644 above but every cost after the first coat.

Sl. No.

Painting or varnishing on iron works in small areas or new wood work with one coat or ready mixed priming painting & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should conform to the I.S.I. no. 103-1950. Details of cost for an area of 650sf. (Priming coat on wood work).

c) Superior ready mixed, paints for woodor steel (All colours)

Painting roofs or other iron work in large area with one coat of ready mixed paint priming one coat of approved paint (British ANTISOL or equivalent) including supply of all materials, labour & T&P etc. required for proper completion of the work. Paint to be used should confirm I.S.I. no. 103-1950. Cost for area of 650 sft. priming coat.

Brushes T&P scaffolding and sundries etc. L.S.

Page 76: UPPWD Skelton Old

For 1050 sft. Paint per litre 3.5 litre Paints (of

Painter per day 2.3 no. 140.00

Coolie per day 2.3 no. 100.00

Sundries scaffolding etc. Contractor's profit @ 10% on Rs. 55.85

Total

646- Same as in item no. 615 above but for every coat on previously painted old surface.Paint per litre 4.5 litre Paints (of

Painter per day 3.5 no. 140.00

Coolie per day 3.5 no. 100.00

Sundries scaffolding etc. Contractor's profit @ 10% on Rs. 77.38

Total

647-

Cost for an area of 400 sft. Enamel per litre 2.25 litre h) Paint e

Painter per day 1.33 no. 140.00

Coolie per day 1.33 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 45.37

Total

648- As in item no. 647 above but for every subsequent coat on previously treated surface. Cost for an area of 400 sft. Enamel per litre 1.06 litre h) Paint e

Painter per day 1 no. 140.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 30.60Total

649-

Painting coat, whiting per kg. 1 kg.

Painter per day 1/8 no. 140.00

Coolie per day 1/8 no. 100.00

Contractor's profit @ 10% on Rs. 1.36Distempering oil distemper in paste per kg. 1.5 kg.

Sundries L.S.Painter per day 3/8 no. 140.00

Coolie per day 3/8 no. 100.00

Sundries, brushes etc.Contractor's profit @ 10% on Rs. 1.36Contractor's profit @ 10% on Rs. 13.26

Total

650- As in item no. 649 above but for every coat after the first coat.Oil Distemper in paste per kg. 0.75 kg.

Sundries and putty etc. L.S.Painter per day 1/5 no. 140.00

Coolie per day 1/5 no. 100.00

Sundries, brushes etc.Contractor's profit @ 10% on Rs. 6.79

Total

651- As in item no. 650 above but for every coat on previously old distempered surface. Oil Distemper in paste per kg. 0.75 kg.

Sundries and putty etc. L.S.

Painting or varnishing with superial or other approved high grade enamel or superior synthetic clear varnish complete one coat over previously painted surface, including supply of all materials, labour nad T&P etc. required for proper completion of the work. Enamel or varnish to be used should confirm to I.S.I. no. 105/106/133-1950.

One priming coat & one coat oil distemper on new work including supply of all materials, labour and T&P etc. Required for proper completion of the work.

Page 77: UPPWD Skelton Old

Painter per day 1/4 no. 140.00

Coolie per day 1/4 no. 100.00

Sundries, brushes etc.Contractor's profit @ 10% on Rs. 7.51

Total

652-

Coaltar per litre 0.91 litre

Beldar per day 1/3 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 2.33

Total

653- As in item no. 652 above but every coat after first coat or on previously treated surface.Coaltar per litre 0.75 litre

Beldar per day 1/5 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 1.64

Total

654-

Wood preservative per litre 0.75 litre

Painter per day 1/5 no. 140.00

Coolie per day 1/5 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 5.03

Total

655- As in item no. 654 above but for every coat after first coat on previously treated surface.Wood preservative per litre 0.45 litre

Painter per day 1/5 no. 140.00

Coolie per day 1/5 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 2.58

Total

656-

Linseed Oil per litre 3.75 litre

Painter per day 3/4 no. 140.00

Coolie per day 3/4 no. 100.00

SundriesContractor's profit @ 10% on Rs. 27.53

Total

657-

Caustic Soda per kg. 3.80 kg.

Coolie per day 1/3 no. 100.00

Beldar per day 1/3 no. 100.00

SundriesContractor's profit @ 10% on Rs. 3.28

Total

658-

One cost hot coaltar on new surface including supply of all materials, labour and T&P etc. required for proper completion of the work.

One coat solignum or other approved preservative on new wood work, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Oiling wood work with double boiled linseed oil including supply of all materials, labour & T&P etc. required for proper completion of the work. Details for and area of 700 sft.

Removing paint or varnish with paint remover orr caustic soda, including supply of all matrials, labour and T&P etc. required for proper completion of the work.

Wax polishing new wood work with approved ready made wax polish or approved french polish after, rubbing down with sand paper including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 78: UPPWD Skelton Old

Manson (Wax) polish per kg. 0.50 kg.

Painter per day 0.50 no. 140.00

Coolie per day 0.50 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 11.25

Total

659-

Manson (Wax) polish or French Polish per kg. 0.30 kg.

Painter per day 0.30 no. 140.00

Coolie per day 0.30 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 5.70

Total

660-

Details of cost for 100 sft. Snowcem powder per kg. 3.40 kg.

Labour :Painter per day 3/10 no. 140.00

Coolie per day 3/10 no. 100.00

Bhisti per day 3/8 no. 130.00

Scaffoliding and Sundries etc. L.S.Add 1.5% water charges on Rs.14.90Contractor's profit @ 10% on Rs. 15.11

Total

661-

Take 100sq.ft. of areaSnowcem powder per kg. 1.70 kg.

Labour :Painter per day 3/40 no. 140.00

Coolie per day 3/40 no. 100.00

Bhisti per day 1/8 no. 130.00

Scaffoliding and Sundries etc. L.S.Add 1.5% water charges on Rs.6.54Contractor's profit @ 10% on Rs. 6.64

Total

Note-

662-

Materials : Snowcem powder per kg. 2 kg.

Labour :Painter per day 1/5 no. 140.00

Coolie per day 1/5 no. 100.00

Bhisti per day 1/8 no. 130.00

Sundries L.S.Add 1.5% water charges on Rs.8.56Contractor's profit @ 10% on Rs. 8.69

Total

As in item no. 658 aboe but repolishing wood work already wax or french polished with approved realy made wax polish or approved french polish including supply of all materials, labour and T&P etc. required for proper completion of the work.

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Skeleton analysis based on 1962 CPWD analysis of rates item no. 97(a).

Same as in item no. 660 but for each coat of water proof cement paint after the first two coats to give an even shade. (Skeleton analysis based on 1962 CPWD analysis of rates item no. 97(a).

Rate approved by S.E., 6th Circle vide letter no. 2817CB/131CB-6/67, dated 15.1.1968 for two coats and three coats are Rs. 16.50 and 24.00 per % sq.ft. respectively.

Finishing walls with one coat of water proof cement paint of approved quality on previouslly old treated surface with this paint to give and even shade including supply of all materials, labour and T&P etc. required for the proper completion of the work. (Skeleton analysis based on item no. 98 of 1962 PWD analysis of rates) Cost per %sft.

Page 79: UPPWD Skelton Old

CHAPTER - 16 WHITE AND COLOUR WASHING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

671- White washing on coat, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Materials : White lime per kg. 1 kg.

Carriage of lime L.S. Labour : White washer per day 1/15 no. 140.00

Helper (Coolie) per day 1/15 no. 100.00

Sundries, gum, ladder etc. L.S.Contractor's profit @ 10% on Rs. 0.71

Total

672- As in item no. 671 above but two coats. White lime per kg. 2 kg.

Carriage of lime L.S. White washer per day 1/10 no. 140.00

Helper (Coolie) per day 1/10 no. 100.00

Sundries, gum, ladder etc. L.S.Contractor's profit @ 10% on Rs. 1.16

Total

673- As in item no. 671 above but 3 coats white washing 2 coats as per item 672.

Total

674-

Rate for white washing on coat 671Add cost of 0.25 kg. colouring material per kg. 0.25 kg.

Add extra labour required L.S. Contractor's profit @ 10% on Rs. 0.42

Total

675- As in item 674 above but 2 coats. Rate for white washing 2 coats 672.Add cost of 0.5 kg. colouring material per kg. 0.50 kg.

Add extra labour required L.S. Contractor's profit @ 10% on Rs. 0.85

Total

676- As in item 674 above but using approved colouring materials of pink, green or yellow shades. Rate as per item (674).Add extra cost of manufactured colour L.S. Contractor's profit @ 10% on Rs. 0.18

Total

677- As in item 676 above but two coats.Rate for colour washing 2 coats (675)

Contractor's profit @ 10% on Rs. 0.32Total

678- As in item 676 above but colour washing with copper or iron sulphate on coat.

Sl. No.

Add difference in cost of one additional coat (1.28-0.78)

Colour washing one coat using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Add extra cost of 2 coats colouring materials L.S.

Page 80: UPPWD Skelton Old

Add extra cost of colourContractor's profit @ 10% on Rs. 0.16

Total

679- As in item 678 above but two coats.

Add extra cost of colourContractor's profit @ 10% on Rs. 0.32

Total

680- Cement washing, including supply of all materials, labour and T&P etc.required for proper completion of the work.Material : Cement per 50 kg. bag 3.6 kg.

Carriage of cement L.S. Labour : White washer per day 1/12 no. 140.00

Helper (Coolie) per day 1/12 no. 100.00

Sundries, gum, ladder L.S.Contractor's profit @ 10% on Rs. 1.44

Total

681-

Details of cost of 100 sft. Whiting per kg. 1.0 kg.

Vinegar L.S. Labour : Painter per day 1/8 no. 140.00

Coolie per day 1/8 no. 100.00

Distempering Dry-distemper per kg. 3/4 kg.

Painter per day 1/5 no. 140.00

Coolie per day 1/5 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 6.33

Total

682- As in item 681 above but for each coat of distemper after the first coat.Distemper per kg. 0.6 kg.

Painter per day 1/6 no. 140.00

Coolie per day 1/6 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 3.90

Total

Same as per colour washing on coat as per item 676

Rate same as per colour washing two coats as item 677

One priming coat and one coat of dry distemper on new work, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 81: UPPWD Skelton Old

CHAPTER - 17 DEMOLITION & DISMANTLING

Item of Work Unit Qnty Rate

1 2 3 4 5.00

691-

Coolie per day 3/4 no. 100.00

Sundries L.S.Contractor's profit @ 10%

Total

692-

(200 ft.) Beldar per day 2 no. 100.00

Coolie per day 2 no. 100.00

Contractor's profit @ 10% on Rs. 11.50Total

693- As in item 692 above but in mud mortar.Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 5.75Total

694-

Beldar per day 4 no. 100.00

Coolie per day 4 no. 100.00

Blacksmith per day 1/3 no. 170.00

Sundries L.S.Contractor's profit @ 10% on Rs. 26.33

Total

695-

Beldar per day 2 no. 100.00

Coolie per day 2 no. 100.00

Contractor's profit @ 10% on Rs. 11.50Total

696- As in item 695 above but only roof concretes.Beldar per day 1.50 no. 100.00

Coolie per day 1.50 no. 100.00

Contractor's profit @ 10% on Rs. 8.62Total

697-

Beldar per day 3/4 no. 100.00

Coolie per day 3/4 no. 100.00

Contractor's profit @ 10% on Rs. 4.32Total

698- As in item 697 above but floors to be stone flagged or tiled floor.Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Sl. No.

Dismantling sundried brick work including stacking of dismantled materials as directed by the Engineer-in- charge within a distance of 60 metres (200 ft.)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres.

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.) .

Dismantling jack arched or wooden beam & bargas roofs, including beams & roof concrete & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling cement concrete or brick or granolithic floors, including base concrete & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Page 82: UPPWD Skelton Old

Contractor's profit @ 10% on Rs. 5.75Total

699-

Mistri per day 1/10 no. 170.00

Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 6.40Total

700- As in item 699 above but double tiled roof.Mistri per day 1/10 no. 170.00

Beldar per day 2 no. 100.00

Coolie per day 1.50 no. 100.00

Contractor's profit @ 10% on Rs. 10.90Total

701-

Blacksmith per day 0.50 no. 170.00

Coolie per day 0.50 no. 100.00

Contractor's profit @ 10% on Rs. 4.00Total

702-

Blacksmith per day 0.50 no. 170.00

Beldar per day 1.50 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 8.78

Total

703-

Mason per day 1/10 no. 160.00

Carpenter per day 0.50 no. 160.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 6.35Total

704-

Carpenter per day 1/3 no. 160.00

Beldar per day 1/3 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 3.65

Total

705-

Carpenter per day 1/3 no. 160.00

Mason per day 1/8 no. 160.00

Coolie per day 1 no. 100.00

Sundries L.S.Contractor's profit @ 10% on Rs. 6.57

Dismantling single tiled roof, any kind, including perlin and battens & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling corrugated iron roof walls and patiotions including purlin battens and vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling of griders, trusses & other steel work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling doors & windows. Including chowkhats with hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling doors & windows leaves, including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling doors & windows. Including chowkhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Page 83: UPPWD Skelton Old

Total

706-

Coolie per day 1 no. 100.00

Bhisti per day 1/16 no. 130.00

Contractor's profit @ 10% on Rs. 2.77Total

707-

Beldar per day 3/4 no. 100.00

Contractor's profit @ 10% Total

708-

Coolie per day 1/3 no. 100.00

Contractor's profit @ 10% Total

Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Racking out joints of brick work in cement or lime mortar to a depth of 1cm. (3/8") including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Scarping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Page 84: UPPWD Skelton Old

CHAPTER - 18WELL WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

711-

As in item 285

Total

712-

Blacksmith per day 1 no. 170.00

Hammer man per day 2 no. 105.00

Helper Beldar per day 2 no. 100.00

Sundries T&P cartage etc. L.S.Contractor's profit @ 10% on Rs. 22.25Cost of steel per cwt. 1 cwt.

Total

713-

Blacksmith per day 1 no. 170.00

Helper Beldar per day 1 no. 100.00

Hammer man per day 1 no. 105.00

Bottle nuts each 2 no.

Sundries T&P cartage etc. L.S.Contractor's profit @ 10% Cost of steel per cwt. 1 cwt.

Total

714-

Sinker per day 1/3 no. Well sinke

Skilled labour per day 1.50 no.

Coolie per day 4 no. 100.00

T&P and load etc. L.S.Contractor's profit @ 10% on Rs. 19.75

Total

715- As in item 714 above but from 1.5m to 3.0m. (5'-10').Sinker per day 1 no. Well sinke

Skilled labour per day 1.50 no.

Coolie per day 5 no. 100.00

T&P and load etc. L.S.Contractor's profit @ 10% on Rs. 29.75

Total

716- As in item 714 above but from 3m to 5m. (10'-20').Sinker per day 1 no. Well sinke

Sl. No.

R.C.C. work in 1:2:4 in well curbs with cement, approved coarse sand & 2cm. (3/4") gauge well graded grit, including shuttering, placing & fixing, of reinforcement in position, but excluding cost of reinforecement & its bending but including its binding to required shape & including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire (24B.W.G.I. wire) to be supplied by the contractor free of cost.

Cost of extra labour including contractor's profit @ 10%

Mild steel or iron work in cutting edge of well work, wrought to required shape & joined as necessary including supply of steel and its cutting, bending and welding etc. for proper completion of work as directed by Engineer-in-charge.

Wastage 2½%

Mild steel or iron work in well steining, including supply of steel and its cutting, bending and welding etc. & including cost of bottle nuts required for proper completion of work as directed by Engineer-in-charge.

Wastage 5%

Sinking of well of 2.5m(8') external diametre in ordinary soil below spring level, including supply, erection & working of all plants required, as well as loading & unloading of weight bailing & unloading of weight bailing & pumping out water with machinery or otherwise as required 0m to 1.5m (0'-5').

Page 85: UPPWD Skelton Old

Skilled labour per day 2 no.

Coolie per day 7 no. 100.00

T&P and load etc. L.S.Contractor's profit @ 10% on Rs. 39.50

Total

717- As in item 714 above but from 7m to 9m. (20'-30').Sinker per day 2 no. Well sinke

Skilled labour per day 2 no.

Coolie per day 10 no. 100.00

T&P and load etc. L.S.Contractor's profit @ 10% on Rs. 56.00

Total

718- As in item 714 above but from 9m to 12m. (30'-40').Sinker per day 3 no. Well sinke

Skilled labour per day 2 no.

Coolie per day 10 no. 100.00

T&P and load L.S.Contractor's profit @ 10% on Rs. 71.00

Total

719- As in item 714 above but from 12m to 15m. (40'-50').Sinker per day 2 no. Well sinke

Mate with driver per day 1 no. 110.00

Skilled labour per day 4 no.

Driver per day 1 no. 400.00

T&P and load etc.Contractor's profit @ 10% on Rs. 88.00

Total

719-(a) For the diametra (External) other than above the rates shall be calculated proportionatly to their areas.

(b)

Soft Clay 25% Hard clay 50% Kankar shingle 0.75

For soils other than the average soil as indicated above an increase as given below shall be allowed according to the nature of the soil and work.

Page 86: UPPWD Skelton Old

CHAPTER - 19MISCELLANEOUS

Item of Work Unit Qnty Rate

1 2 3 4 5.00

725-

per cft. 3/128 cft.

Cement per 50 kg. bag 0.5 bag

Coarse sand per % cft. 0.03 cft.

Mason per day 1/25 no. 160.00

Beldar per day 1/25 no. 100.00

Contractor's profit @ 10% on Rs. 1.33Total

726-

Cost of 12 cleats Teak wood blocks each 12 nos.per cft. 1/20 cft.

Brass cleats per doz. 1 doz.per doz. 1 doz.

Brass screws1" per doz. 2 doz.

Carpenter per day 0.50 no. 160.00

Contractor's profit @ 10% on Rs. 45.71Total

727- As in item 726 but with approved oxidised iron cleats.As in item 726

Total

728- Supply of cotton cord for clerestory window including fixing in position.Rate for cotton cord per kg. 1 kg.

Fixing charges L.S.Contractor's profit @ 10% on Rs. 7.75

Total

729-

per cft. 1/6 cft.

Brass hinges 2" per doz. 1 doz.

Carpenter per day 1/3 no. 160.00per doz. 4 doz.

Contractor's profit @ 10% on Rs. 29.99Total

730-

Cost of 6' pipe each 5 nos.

Add for M.S. clamps each 5 nos.

Sl. No.

Blocks of C.P. Teak 8cmx8cmx12cm (3"x3"x4.5") supplied & fixed in wall with & including cement and approved coarse sand mortar in the proportion of 1.3 and including making a hole for the same.

C.P. Teak Block 3"x3"x4.5"

Supply of approved brass cleats for clerestory window cords including their fixing to Teak wood plates 10cmx10cmx1cm (4"x4"x3/8") over blocks of C.P. Teak 8cmx8cmx12cm (3"x3"x4.5") supplied and fixed in wall with & including cement & approved coarse sand mortar in proportion of 1:3 and screws etc. and including making a hole for the same.

Teak plates 4"x4"x3/8"

Iron screws 2.5"

Cement mortar and fixing. Same as in item (725) 0.51x12

Deduct difference in cost of brass and iron cleats L.S.

Supply and fixing of C.P. Teak wood doors and windows cleat 10cmx7.5cmx5cm(4"x3"x2") with 5cm. (2") brass hignes including fixing & supply of screws bings & including supply of all materials, labour & T&P etc. required for proper completion of the work.

Details of 12 cleats. Teak wood 12x0.5"x3"x2"

Brass screws 1"

Supply and fixing of 10cm(4") internal dia. A.C. down pipes complete with rose head., bends and gratings & includings supply of necessary M.S. clamps 2.5cmx3mm(1"x1/8") fixed to walls, with & including supply of 15cm. (6") long 6mm(1/4") dia, nails & including supply of all materials, labour and T&P etc. required for proper completion of the work and also inclucing repair of plaster, pointing etc. if damaged during fixing of pipes. Details of 30' length.

Page 87: UPPWD Skelton Old

Cement mortar L.S. Fitter per day 1/4 no. 110.00

Mason per day 3/4 no. 160.00

Beldar per day 1 no. 100.00

Contractor's profit @ 10% on Rs. 83.37Total

(b) Shoes, shoe each 1 no.

Holder label 1 no.

Contractor's profit @ 10% on Rs. 5.00Total

(c) Head including rose each 1 no.

Carriage and fixing charges L.S.Contractor's profit @ 10% on Rs. 6.18

Total

(d) Bends, Construction of Bends each 1 no.

Carriage and fixing charges L.S.Contractor's profit @ 10% on Rs. 5.00Grand total (a+b+c+d)

Total

731-

Teak wood 1x5/2x4/12x1/12 per cft. 0.07 cft.

Brass hole peg each 3 nos.

Brass screws 3/4" per doz. 6 nos.

Carpenter per day 1/12 no. 160.00

Beldar per day 1/12 no. 100.00

per cft. 3/64 cft.

Cement mortar and labour L.S. Sundries L.S.Contractor's profit @ 10% on Rs. 9.45

Total

732-

Details of cost per % cft.Fire clay bricks per % 1300 no.

Fire clay mortar per cwt. 14 cwt.

Sundries L.S.Mason per day 4 no. 160.00

Beldar per day 2 no. 100.00

Bhisti per day 1/4 no. 130.00

Sundries T&P etc. L.S.Contractor's profit @ 10% on Rs.1352.31

Total

733-

Styles 1x4x6⅔x1/4x1/8 = 0.83

Rails 1x4x5x1/4x1/8 = 0.63

Panels 3x3x2x1.5x5/96 = 1.41

Supply and fixing of C.P. Teak wood per rack (8cmx8cmx2.5cm)(3"x3"x1") over blocks of C.P. Teak 8Cmx8cmx12cm(3"x3"x4.5") with three brass pegs of approved design supplied and fixed in wall with & including cement & approved coarse sand mortar in the proportion of 1:3 and screws etc. & including making a hole for the same.

Teak wood block 3"23"24½" (two)

Fire bricks laid in fire clay mortar including supply of fire bricks and fire clay, labour and T&P etc. required for proper completion of the work .

Providing & fixing at site 4cm. (1.5") C.P. Teak wood panelled partition complete with teak wood frames 10cmx8cm(4"x3") top botton and side vertical at 1.5m (5') apart including supply of all brass screws, cleats, bolts, etc. all materials, labour and T&P etc. required for proper completion of the work. Details of cost for partitions of panels 6'-8' high and 5" wide 6⅔x5=33.33 sft. materials.

Page 88: UPPWD Skelton Old

Add wastage 10% on 2.87 = 0.29

Total = 3.16 3.16 cft.

Carriage L.S. Carpanter per day 3.50 no. 160.00

Beldar per day 1.50 no. 100.00

Mistri per day 1/8 no. 170.00

Carpanter per day 1.75 no. 160.00

Screws etc. L.S. Contractor's profit @ 10% on Rs.178.21

Total

Teak wood frames 4"x3" take a length of 15" (As per item of straight works in wood work). 2x15"4/12"x3/12" = 2.5

4x6⅔x4/12x3/12 = 2.2

Wastage 10% on 4.7 = 0.5

As per item no. 401 = 5.2 per cft. 5.2 cft.

Add cost of bolts etc. L.S. Total

734-

Details of cost for 12'x7' = 84 sft.

Deodar wood 3x12x1/6x1/24 = 0.25

4x6¾x1/24 = 0.19

Wastage 5% on 0.44 = 0.02

Total = 0.46 sft. 0.46 cft.

Carriage L.S. Plain asbestos sheets 1/4" thick = 84sft.Wastage 5% per sft. 88.2 cft.

Carriage L.S. Carpanter per day 1.33 no. 160.00

Mason per day 1 no. 160.00

Beldar per day 1.50 no. 100.00

Sundries screws L.S. Contractor's profit @ 10% on Rs. 111.44

Total

Deodar wood frame as above (As per item of straight work and wood work).As per item no. 404 per cft. 5.2 cft.

Add cost of bolts etc. L.S. Total

735-

Total

Providing & fixing plain asbestos sheets partition with 5cmx1cm )2"x3/8") deodar or Shisham wood beading including erection & fixing complete with deodar or shisham frames 10cmx8cm(4"x3") top bottoms and sides verticals at 1.5m(5') apart & including supply of all screws, bolts, nuts and cleats etc. all materials, labour and T&P etc. required for proper completion of work.

As in item 734 above but with masonite board partition as above Add extra cost of masonite board including contractor's prolit @ 10%

Page 89: UPPWD Skelton Old

CHAPTER - 20ROAD WORK

Item of Work Unit Qnty Rate

1 2 3 4 5.00

751-

Taking up a length of 220'x12'=2640sft. Kankar required 2640x3/8 = 990cft.

per day 2 nos. 100.00

Preparing earth & making medhi mazdoor per day 1 no. 100.00

Opening out stack & sooting into sizes beldar per day 2 nos. 100.00

Mazdoor per day 2 nos. 100.00

per day 4 nos. 100.00

Hand packing Beldar per day 6 nos. 100.00

Supply of water, Mazdoor per day 8 nos. 100.00

Consolidation Head Hammer man per day 1 nos. 105.00

Hammer man per day 11 nos. 105.00

Basi chot Beldar per day 2 nos. 100.00

Leak katai L.S. T&P and night light L.S.Contractor's profit @ 10% on Rs. 120.25

Total

752- As in item 751 above but for consolidation by R/R including hire and fuel of the roller.As in item 751 Deduce for labour involved in consolidation (A)Add for hire charges of roller per day 1 no.

Steam coal per day 1/4 nos.

Beldar per day 2 nos. 100.00

Total

753- As in item 752 above but for 12cm. (4.5") thick coat of brick ballast.As in item 752 Extra for labour for providing building materials.Beldar per day 0.50 nos. 100.00

Contractor's profit @ 10% on Rs. 1.62Total

754- As in item no. 752 above but 8cm. (3") thick coat of brick ballast.As in item 753Add difference in item 755/756

Total

755- As in item 752 above but for 12cm. (4.5") thick stone ballast.As in item 752 Extra for labour for providing building materials in excess including.10% contractor's profit Beldar per day 3/4 nos. 100.00

Add for extra coat to be used L.S.Contractor's profit @ 10% on Rs. 2.94

Total

Sl. No.

Consolidation of kankar by hand rammers including opening out stacks, sorting kankar into three sizes repairing patch in existing road surface with kankar, picking up old surface, spreading kankar, making medhi to retain water and ramming and also including carriage of metal upto 30m (100'). Carriage of water 200m. (1 furlong) supply & maintenance of barrier, caution posts, light at night & including all T&P etc. required for proper completion of the work, kankar to be supplied to the contractor free at site.

Beldar for cris cross lines and sweeping and taking out kankar dug

Carriage of kankar & spreading on surface, Mazdoor

Contractor's profit @ 10% on Rs. 6.50 except on roller & coal

Page 90: UPPWD Skelton Old

756-

per day 2 nos. 100.00

Preparing earth & making medhi mazdoor per day 1 no. 100.00

per day 3 nos. 100.00

Hand packing Beldars per day 8 nos. 100.00

Supply of water, Mazdoor per day 6 nos. 100.00

Consolidation Roller charges per day 1 day

Coal per ton 1/6 ton

Beldar per day 2 nos. 100.00

Binding Beldar per day 2 nos. 100.00

Leak katai L.S. T&P night lanterns L.S.

Total

757- Water allowance to be allowed on item no. 751 to 756 between 15 Nov. to 31 May.Beldar per day 3/4 no. 100.00

Contractor's profit @ 10% on Rs. 2.68Total

758-

Royalty to villagersIndication (digging) per day 1/8 no.

Beldar per day 4 nos. 100.00

Coolie per day 3 nos. 100.00

Total

759- Making mud tree guards 1 m (3'-4') internal diameter and 1m (3'-4') high above ground level. Mason per day 3/4 no. 160.00

Coolie per day 3/4 no. 100.00

Sundries L.S. Contractor's profit @ 10% on Rs. 6.50

Total

760- Dag-belling 15cm. (6") deep in one line aligned, with flags and jhandies as directed by th Engineer-in-charge.

Mate per day 1 no. 110.00

Beldar per day 9 nos. 100.00

Contractor's profit @ 10% on Rs. 32.75Total

761-

Paint (Road marking paint) per litre 4.5 litre

Painter per day 5 no. 140.00

Beldar per day 5 no. 100.00

Sundries L.S. Contractor's profit @ 10%

Total

As in item 752 above but for 6cm (2.3") to 8cm. (3") thick, stone ballast. Consider a length of 220 rft. Materials required = 220x12x0.3=660 cft.

For ctis cross lines, sweeping and taking out kankar dug. Beldar

Opening out stack, carriage and spreading on raod surface : Beldar

Contractor's profit @ 10% except on coal and roller i.e. on Rs. 77.25

Digging kankar including breaking, cleaning and royalty as well as the cost of boring to fined kankar strata excluding cartage and proper stacking.

For hundred cft. Kankar 110 cft. of kankar as the quary will have to be dug.

Painting white traffic lines 8cm. (3") wide in three coats with approved road marking paint (spirit base) as directed by the Engineer-on-charge, including all materials, labour and T&P etc. required for proper completion of the work. Take an area of 100 sft. lines.

Page 91: UPPWD Skelton Old

762-

Bricks per %o 350 nos.

per day 5 no.Contractor's profit @ 10% on Rs. 19.25

Total

(b) As in item 762(a) but with bricks laid on edge.Bricks per %o 550 nos.

per day 5 no.Contractor's profit @ 10% on Rs.30.25

Total

763-

As item no. 762(b) above

Total

764-

Mate per day 1 no. 110.00

Diggers per day 10 no.

Dressers per day 2 no.

Coolie per day 12 no. 100.00

Baskets per no. 4 no.

String L.S.Coal per ton 1/6 ton

Beldar per day 2 nos. 100.00

T&P L.S.Contractor's profit @ 10% Rs. 78.25

Total

765-

Bricks per %o 8/5 no.

Mason per day 1 no. 160.00

Beldar per day 1 no. 100.00

Coolie per day 2 no. 100.00

Dressing and throwing surplus materials includings stacking of road materials.Coolie per day 2 no. 100.00

T&P Baskets and other sundries L.S.Contractor's profit @ 10% Rs. 72.50

Total

766-

Screeing Coolie per day 1/5 no. 100.00

Dressing, levelling, side berms, including filling.Coolie per day 1/5 no. 100.00

(a) Brick soling with straight overburnt bricks laid flat and dry including preparation of subgrade to prescribed cambre and including supply of bricks, filling joints with local earth spreading a blinding coat of 1cm. (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface & including labour & T&P etc. required for proper completion of the work.

Rate of preparing subgrade and laying as per item no. 785

Rate of preparing subgrade and laying as per item no. 786

Bricks on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Extra cost of labour and 10cft. Local sand, including Contractor's profit @ 10% ( Rs. 3.00+1.00+0.40)

Renewing patries 3metre (10') wide including dressing surface filling upto 8cm. (3") depth and making namunas at every 15cm. (50') apart on either side of the road true to patri template with side slopes 1:2 etc. for taking the earth to be so dug that they form a continuous side drain at road boundry. Take a length of 1 furlong.

Bricks edging on both sides of the road of first class bricks 8cm. (3") wide and 12cm. (4.5") deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the Engineer-in-charge. Take a stip of 0.5 furlong 2x330=660 rft.

Stacking of road metal to the required templete after screening at road side including dressing of side berms as required, where metal is to be stacked and including a lead upto 60 metres (200').

Page 92: UPPWD Skelton Old

Stacking Beldar per day 1/2 no. 100.00

Sundries L.S.Contractor's profit @ 10% Rs. 2.82

Total

767-

Take a strip of 0.5 furlong area 330x12=3960 sft.Cleaning grit : Mazdoor per day 1 no. 100.00

Cleaning sub-grade : Mazdoor per day 10 no. 100.00

Coolie per day 8 no. 100.00

Tar heating & spreading on road: Hot Belder per day 7 no.

Grit spreading Beldar per day 5 no. 100.00

Diversion watering : Beldar per day 2 no. 100.00

Misce. : Mate per day 1 no. 110.00

Work agent per day 1/2 no.

Tar boiler man & Fireman per day 1 no.

Sundries L.S.Total

768-

769- As in item 767 above but cold cmulsion in 2nd coat painting with bitumen covering on furlong. (As per item no. 767).

Extra labour required for operation L.S.Total

770- As in item 767 above but with tar in first coat painting withbitumen ½ furlong

per day 4 no. 100.00

Total

771-

772-

Beldar per day 1 no. 100.00

Contractor's profit @ 10%Total

773-

per cft. 119 cft.

Coarse sand per % cft. 60 cft.

Cement bag per 50 kg. bag 25 no.

Empty bag each 15 no.

Bitumen painting (labour only) over W.B. surface (1st coat) excluding supply of paint & grit including maintenance of side parties and watering them during operation for proper completion of the work as directed by Engineer-in-charge and excluding roller charges and its fuel but including the wages of fire-man & tar-boiler man.

As in item 767 above but subsequent coat or painting over previously painted surface. The above labour will make an output of double the area i.e. the same labour can do the painting of 1 furlong. Hence rate for % sft. 3 00/2 = Rs. 1.50 or Rs.0.16 per metre.

Deduct labour for heating paint not required in this operation as in item 767

Deduct less labour required for heating Tar-beldar

As in item 767 but with Tar in 2nd coat or other subsequent coats of painting over previously painted surface. The above labour will make an output double the area i.e. the same labour can do the painting of one furlong. Hence rate for % sft. = 1.30 or Rs. 0.14 per sq.m.

Scrapping old painted surface including disposal of all scraped material to a distance of 30m. (100') as desired by Engineer-in-charge.

Laying C.C. Road slab 10cm. (4") thick consisting of 1:2:4 cement, coarse sand & approved 4cm. (1.5") gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all meterials, labour and T&P etc. required for proper completion of work, finished to required templete as directed by Engineer-in-charge but excluding cost of metal required for rectification of the subgrade. Take a slab length of 33rft. & 4' in depth. qnty. of work involved 33x1.2x1/3=132 cft.

Stone ballast 1.5" gauge

Page 93: UPPWD Skelton Old

Tar and other side forms etc. L.S.

per day 1/6 no. 170.00

Mason per day 2 no. 160.00

Mate per day 1 no. 110.00

Beldar per day 12 no. 100.00

Coolie per day 2 no. 100.00

Sub grade rectification etc. Mason per day 1/2 no. 160.00

Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Curing : Mate per day 1 no. 110.00

Coolie per day 8 no. 100.00

Diversion : Beldar per day 1 no. 100.00

Chowkidar per day 2 no.

Misce.: Supervision W/Agent per day 1/3 no.

Driver C.C. Mixer etc. per day 1/6 no.

Cleaner per day 1/6 no.

Beldar per day 3 no. 100.00

Coolie per day 3 no. 100.00

Water Charges 1.5% on Rs. 656.16Contractor's profit @ 10% on 147.00

Total

774- As in item no 773 above but excluding supply of cement coarse sand & stone ballast (labour only)As in item no. 773 including forms workContractor's profit @ 10%

Total

775-

Rate for earth work per cft. 300 cft.

Add 50% for small workTotal

776-

Rate for earth work per cft. 380 cft.

Add 50% for small workTotal

777-

per day 3/4 no. 110.00

Beldar per day 6 no. 100.00

Coolie per day 1 no. 100.00

Contractor's profit @ 10% Rs. 24.62Total

Laying of C.C. and putting forma and temping etc. Mistri

Blinding of water bound stone or kankar lime with local earth by spreading evently to an average depth of 1.5 cm (9/16") & filling the intersticks of the road metal. The trenches to be so dug for taking the earth that they form continuous side drain at road boundary. Take a length of one furlong 1x660x12x1/24=330 Say 300cft.

Earth work in edging of the painted of C.C. miles in a width of 0.5m. (20") on either side according to patri template including dressing ramming etc. The trenches to be so dug for taking the earth that they form a continuous side drain at road boundary.

Take a length of one furlong : Earth work to be done (average) say 380 cft.

Joint and other small cracks filling in C.C. miles after racking out the joints & removing the old Tar and other material with suitable materials as directed by Engineer-in-charge (Labour only) Total Joints at every 33' joints to be filled would be 5280/33 = 160 nos.

Add 25% for other cracks = 40 nos Total : 200 nos. say 200 joints would be attended to Mate

Page 94: UPPWD Skelton Old

778-

Mate per day 1/30 no. 110.00

Beldar per day 4/15 no. 100.00

Coolie per day 1/10 no. 100.00

Contractor's profit @ 10% Rs. 1.24Total

779- As in item no 778 above but from 15 nov. to 31 may.As in item no. 778Add for water allwoance as in item 757

Total

780-

Hence consumption per mile per month = 270x12=22.50 cft. Say 25 cft.Mate per day 1 no. 110.00

Beldar per day 4 no. 100.00

Coolie per day 4 no. 100.00

Total

781-

Labour for cleaning : Mazdoor per day 6 no. 100.00

Coolie per day 6 no. 100.00

Tack coat heating & spreading:Beldar per day 4 no. 100.00

Premixing, screening grit : Beldar per day 1 no. 100.00

Heating the tar & mixing grit : Beldar per day 5 no. 100.00

Coolie per day 3 no. 100.00

per day 15 no. 100.00

Diversion & watering : Mazdoor per day 2 no. 100.00

Misc.: Mate per day 2 no. 110.00

W/Agent per day 1 no.

Tar, Bitumen and fireman per day 2 no. 105.00

Sundries cartage and other T&P etc.L.S.Total

782- As in item 781 above but in patches labour required for the work when 25cft. of grit is concumed. Mate per day 1 1/4 litre 110.00

Beldar (Hot) per day 4 no. 100.00

Coolie per day 4 no. 100.00

Sundries L.S. Total

783-

Consolidation of kankar in patch repair from 1st June to 14 Nov. by hand rammer including opening out stacks, picking out old surface upto 8cm (3") in a rectangular form, making 5cm. (2") wide drain around the patch upto depth of 12cm. (4.5") including carriage of kankar and water, but exclucding supply of kankar & including stacking the unserviceable materials & basi-chot next day & blinding the same as directed by the Engineer-in-charge. Take a patch of 5'x5' fresh metal to be used 5x5x1/4'=6.3 cft.

Patch repair of painted miles with tar & bitumen (labour only) including heating of paint upto required temperature, pouring it on th surface spreading th necessary qnty of grit & ramming hard with hand roller or rammer & also including cleaning with brush etc. the existing surface after sacrifying it to the W.B. surface in rectangular shape & spreading the dismantled material on the patries as directed by the Engineer-in- charge. As per CE's circular patch work is carried out upto a stage when 0.5 ton tar is used per year per mile (6/4 surface to be treated by 1.5 ton in year 3360/12=10,000 sft. Grit to be consumed 120x2.25-270 cft.

Cleaning of existing painted surface & laying premix 2cm. (3/4") thick over a tack coat with graded approved grit & bitumen (Labour Only) including heating the paint to required temp. mixing either in mixer or in hand drum including cartage of material maintenance of side patries & watering them during operation for proper completion of work as directed by the Engineer-in-charge. Take a length of 0.5 furlong 330x12=3960 sft.

Spreading the premix & making into camber Beldar

Cleaning the premix surface & laying seal coat with approved 6mm (1/4") graded grit & bitumen (labour only) including heating the paint to required temperature including cartage of material & including maintenance of side patries & watering them during operation as directed by Engineer-in-charge. Take a length of 0.5 furlong. Area covered 330x12=3960 sft.

Page 95: UPPWD Skelton Old

Labour for cleaning : Mazdoor per day 2 no. 100.00

Coolie per day 2 no. 100.00

Heating and spreading : Beldar per day 4 no. 100.00

Screening graded grit 1/4" : Beldar per day 1 no. 100.00

Spreading grit : Beldar per day 2 no. 100.00

Misc.: Mate per day 1 no. 110.00

Work Agent per day 1/4 no.

Tar, Boilerman and fireman per day 1 no.

Sundries cartage and other T&P etc.L.S.Total

784- As in item 781 above but on water bound surface.Take a length of 1/2 furlong area 330x12=3960 sft.Labour for cleaning : Mazdoor per day 10 no. 100.00

Coolie per day 10 no. 100.00

Tack coat Heating and spreading:Beldar per day 6 no. 100.00

Premixing, Screening grit, Beldar per day 1 no. 100.00

Heating and Tar mixing grit : Beldar per day 5 no. 100.00

Coolie per day 3 no. 100.00

per day 15 no. 100.00

Diversion and watering : Beldar per day 2 no. 100.00

Misc.: Mate per day 3 no. 110.00

Work Agent per day 1 no.

Tar, Boilerman and fireman etc. per day 2 no.

Sundries cartage and T&P etc.L.S.Total

785-

Mazdoor per day 1 no. 100.00

Laying bricks : Mason per day 1/6 no. 160.00

Mazdoor per day 1/2 no. 100.00

Spreading earth : Mazdoor per day 1/2 no. 100.00

Contractor's profit @ 10% Rs. 6.00Total

786- As in item 785 above but with brick laid on edge.Same as in item 785Add extra mason for laying per day 1/5 no. 160.00

Contractor's profit @ 10% Rs. 1.25Total

Spreading the premix & making into camber Beldar

Brick soling with straight over burnt bricks lade flat & dry (labour only) including preparation of sub grade to prescribed camber filling joints with local earth spreading blinding coat, 1cm. (3/8") depth of local earth over the entire surface & including labour & T&P etc. required for proper completion of the work. 100sft. preparation of sub grade.

Page 96: UPPWD Skelton Old

CHAPTER - 21ANNUAL REPAIRS

Item of Work Unit Qnty Rate

1 2 3 4 5.00

791-

Cleaning : Coolie per day 1 no. 100.00

Bitumen filling and other minor repairs Contractor's profit @ 10% Rs. 4.50

Total

792-

Replacing broken tiles flat2% of 105 nos. = 2.10

Flat round = 2.10

Total = 4.20 per %o 5 no.

Mason per day 1/20 no. 160.00

Coolie per day 1/20 no. 100.00

Mortar and other sundries L.S.Contractor's profit @ 10% Rs. 1.66

Total

793-

Replacing broken tiles flat5% of 110 nos. = 5.50

Segmental = 5.50

Total = 11.00 per %o 11 no.

Mason per day 1/30 no. 160.00

Coolie per day 1/30 no. 100.00

Mortar and other sundries L.S.Contractor's profit @ 10% Rs. 1.09

Total

794- As in item 793 above but for roofs of small size country tiles.Same as in item 793Add 25% above for small size

Total

795-

Dismantling as per item no. 699Materials:Flat tiles 25% of 110no. = 27 no.

Segmental 25% = 28 no.

Total = 55 per %o 55 no.

Bamboos 5% of 40nos. each 2 no.

Chatai 5% of 120 sft. per %o sft. 6 Sqft

Relaying: Thatcher per day 1.50 no. 100.00

Coolie per day 2 no. 100.00

Contractor's profit @ 10% Rs. 23.61Total

Sl. No.

Maintenance of terraced roofs filling up cracks before rains with approved bituminous filler & stopping leaks during rains including supply of all materials, labour & T&P etc. required for proper completion of the work. Take an area of %o sft.

Maintenance of Allahabad or Frizoni tiled roofs including replacing of broken tiles not exceeding 2% and adjusting misplaced tiles before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper completion of work. Take an area of 100sft.

Maintenance of roofs of large size country tiles including replacing broken tiles not exceeding 5% and adjusting misplaced tiles before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper completion of the work. Take an area of 100 sft.

Relaying large size country tiles roofs with old and new materials including taking down tiles and bamboo, framing, renewing framing with upto 5% new materials & relaying tiles with upto 25% new tiles including supply of new Bamboos tiles, all materials labour and T&P etc. required for proper completion of the work. Take an area of 100sft.

Page 97: UPPWD Skelton Old

796-

Dismantling-50% of item (699) as wood work is not to be dismantled.Relaying Mason per day 1/4 no. 160.00

Beldar per day 1/2 no. 100.00

Coolie per day 1 no. 100.00

Carpenter per day 1/8 no. 160.00

Sundries mortar nails etc. Contractor's profit @ 10% Rs. 10.70

Total

797- As in item no. 796 above but for double tiled roof. Dismantling-50% of item (700) as wood work is not to be dismantled.Relaying per day 1 no.

Beldar per day 1 no. 100.00

Coolie per day 1 no. 100.00

Carpenter per day 1/4 no. 160.00

Sundries mortar nails etc. Contractor's profit @ 10% Rs. 20.12

Total

798-

Mason per day 1/40 no. 160.00

Coolie per day 1/40 no. 100.00

Carpenter per day 1/4 no. 160.00

Mortar Sundries L.S.Contractor's profit @ 10% Rs. 0.37

Total

799-

Beldar per day 1/40 no. 100.00

Carpenter per day 1/4 no. 160.00

Mud mortar and Sundries L.S.Contractor's profit @ 10% Rs. 0.11

Total

800-

801-

802-

Taking down and relaying single Allahabad or frizoni tiled roofs after repairs to raftes & batters including mortar, labour & T&P etc. required for proper completion of the work (cost of any new wood work, iron work on new tiles required will be paid separately).

Filling eaves and ridges of Allahabad tiled roof with cememnt mortar consisting of one part of cement and 6 parts of fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Filling eaves and ridges of country tiled roof with mud including mud, labour and T&P etc. required for proper completion of the work.

Repair to plaster or pointing in patches including removal of old plaster, racking out joints to 1cm(3/8") depth. Watering the area and then replastering or repointing with the same mortar in proportion of mortar as the existing surface, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Add to the respective item in chapter 13 for plaster and pointing.Add 25% more to the existing respective rate being work in patches.

Repair to 2.5cm.(1") cement concrete flooring patches including digging upto 10cm (4") depth renewing 8cm. (3") base concrete consisting of the part cement, 4 parts approved fine sand of 1.25 F.M. and 8 parts of 1.5" gauge brick ballast as in C.C. floor consisting of 1 part cement 2 parts approved coarse sand & 4 parts approved stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work.

Add to item 601 in chapter 14 for flooring. Add 25% more to the rate of the item 25%.

Cleaning silt from road culvert upto 6 metre (20') span & in length of 18 metre (60') & throwing the earth silt to the place within road boundary including dressing leveling & ramming the same as directed by the Engineer-in-charge. Take a culvert of 10' span & 60' in width & the depth of silt 1ft. average of each work 60x10x1=600cft.

Page 98: UPPWD Skelton Old

Labour for %ocft. Mistri per day 1/8 no. 170.00

Beldar per day 8 no. 100.00

Coolie per day 10 no. 100.00

Dressing and Ramming L.S. T&P and other Sundries L.S.Contractor's profit @ 10% Rs. 54.81

Total

803-

Sinker per day 1/2 no. Well sinke

Beldar per day 1 no. 100.00

Coolie per day 2 no. 100.00

T&P and Sundries L.S.Contractor's profit @ 10% Rs. 12.00

Total

804- Sweeping coimney and throwing the refuse etc. beyond a distance of 60metre (200ft.) as directed by Engineer-in-charge .

Coolie per day 1/3 no. 100.00

Sundries L.S.Contractor's profit @ 10% Rs. 1.08

Total

805-

per sft. 100 sft.

Add 25% being smaller workTotal

806-

21oz. Ground glass per sft. 1 sft.

Breakage 5%Fixing L.S.Contractor's profit @ 10% Rs. 1.22

Total

807-

Beldar per day 1/4 no. 100.00

Mustared oil per day 1/8 sees

Sundries T&P L.S.Contractor's profit @ 10% Rs. 1.41

Total

808- Taking down punkhas (Labour only)Beldar per day 1/5 no. 100.00

Sundries T&P L.S.Contractor's profit @ 10% Rs. 0.67

Total

809- Hanging punkha (Labour only) Beldar per day 1/3 no. 100.00

Sundries T&P L.S.Contractor's profit @ 10% Rs. 1.10

Total

Cleaning of well and throwing the silt to the place as directed by Engineer-in-charge including dressing leveling and ramming the same. Take a well of 3' internal dia.

Blinding panes of glass including supply of all materials, labour and T&P etc. required for proper completion of the work. Take an area of 100 sft.

Rate of ordinary paint 1 coat (Based as S.I. 641)

Renewing panes of glass including supply of glass 64kg (21oz) with putty & brad including supply of all materials labour & T&P etc. required for proper completion of the work.

Cleaning doors and windows with ordinary oil and water including supply of all materials, labour and T&P etc. required for proper completion of work.

Page 99: UPPWD Skelton Old

810- Easing doors and windows Carpenter per day 1/9 no. 160.00

Sundries T&P L.S.Contractor's profit @ 10% Rs. 0.75

Total

811- Renewing door cleats including supply of all materials labour and T&P etc. required for proper completion of the work.

Iron Hings with Screws each 1 no.

Cleat with labour etc. L.S.Contractor's profit @ 10% Rs. 0.57

Total

812-

Glazer can fix 30 glasses of 1'x1'. Hence for 1sft.1/30 Glazer is required.Glazer per day 1/30 no. 120.00

Sundries , putty and brad etc. L.S.Contractor's profit @ 10% Rs. 0.28

Total

813- As in item no. 812 above but with wooden beading. Carpenter can fix 25 Glasses of 1'x1'. Hence for 1sft. 1/25 carpenter is required.

Carpenter per day 1/25 no. 160.00

Sundries, Beading and Screws L.S.Contractor's profit @ 10% Rs. 0.62

Total

814-

Glazer can clean 60 glasses of 1'x1'. Hence for 1sft.1/60 Glazer is required.Glazer per day 1/60 no. 120.00

Spirit, Caustic soda etc.Contractor's profit @ 10% Rs. 0.10

Total

815-

Carpenter per day 1/24 no. 160.00

Contractor's profit @ 10% Total

816-

Take a length of 6 rft. Carpenter per day 1/8 no. 160.00

Coolie per day 1/8 no. 100.00

Sundries, nails etc. L.S.Contractor's profit @ 10% Rs. 1.42

Total

817-

Brush, Paint, Sundries etc. per day 250 no. 140.00

Contractor's profit @ 10% Total

Fixing panes of glass with and including putty and brads and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Cleaning panes of glass with sorit and or caustic soda including supply of all materials labour and T&P etc. required for proper completion of the work.

Labour for fixing door bolts on hinges or tower bolts or hasp and stopels or handles etc. to doors and windows. Carpenter can fix 24 such type or doors or windows fiting in a day. Hence for one fiting 1/24 carpenter is required.

Opening and refixing 10cm (4") rain water down pipes after cleaning including supply of all materials, labour and T&P etc. required for proper completion of the work.

Painting letters upto 25cm. (1") size including supply of all materials labour and T&P etc. required for proper completion of the work. One painter can write 250 letter in a day, hence cost per letter comes.

Page 100: UPPWD Skelton Old

818-

Brush, Paint, Sundries etc.Contractor's profit @ 10%

Total

819-

Brush, Paint, Sundries etc.Contractor's profit @ 10%

Total

820-

Brush, Paint, Sundries etc.Contractor's profit @ 10%

Total

821-

Brush, Paint, Sundries etc.Contractor's profit @ 10%

Total

822-

Brush, Paint, Sundries etc.Contractor's profit @ 10%

Total

823-

Take different type of furniture in working out the average rate.Name of furnitureTableChairStoolTowel rackPillar (Bed)Tea TableWash hand Basin

Total

Add 25 per% for smaller areaTotal

824-

Painting angle 3"x3"x3/8" in a height 9ft. Area of paint 11/12x1x9Direction plates 2x2x1/2x5/2

Total

Add 10% extrasay 15 sft. per % sft. 15 sft.

Re-painting letters up to 3" each 25 no.Total

Contractor's profit @ 10%

As in item 817 above but size above 2.5 cm. (1") but upto 8cm. (3"), one painter can write 125 letters in a day hence cost per letter comes at Rs. 5.00 per day.

As in item 817 above but size above 8 cm. (3") but upto 15cm. (6"), one painter can write 100 letters in a day hence cost per letter comes at Rs. 5.00 per day.

Repainting letters upto 2.5cm. (1") size including supply of all materials labour and T&P etc. required for proper completion of the work. One painter will re-write 500 letter in a day, hence cost per letter comes at Rs. 5.00 per day.

As in item 820 above but size above 2.5 cm. (1") but upto 8cm. (3"), one painter will re-write 250 letters in a day hence cost per letter comes at Rs. 5.00 per day.

As in item 820 above but size above 8 cm. (3") but upto 15cm. (6"), one painter will re-write 150 letters in a day hence cost per letter comes at Rs. 5.00 per day.

Varnishing or polishing furniture with high grade varnish or polish after sand papering, including supply of all materials labour and T&P etc. required for proper completion of the work.

Repainting road direction posts (including) lettering with super varnish or valspar or enamel paint, including supply of all materials labour and T&P etc. required for proper completion of the work.

Post to be painted in alternate stips of 20 cm. (9") with black and white paint.

Page 101: UPPWD Skelton Old

Total

825-

Traingle portion 2x1/2x15/12x15/12Ractangular Plate 2x1x2x15/12x18/12

Total

Add 10% extraTotal

826- As in item 825 above but when plates are enamelled Area of paint would beAdd 10% extra

Total

Contractor's profit @ 10% Total

827-

Add 10% Total

Say 2 sft. per % sft. 2 sft.

Relettering letters up to 6" each 1 no.Total

828-

Repainting 2x1.3/4"x1/3"1x2x31/3

Total

Relettering (average) each 50 no.Total

829-

Area of painting 4x1.5x0.5 per % sft. 3 sft.

Relettering letters up to 3" each 12 no.Total

830- As in item 827 above but for furlong stones of I.R.C., standard design as prescribed for national highway.Painting (9"+4")2x1.3" = 2.7 per % sft. 3 sft.

Relettering (average) each 6 no.Total

831-

Repainting 2x4x3=24 per % sft. 28 sft.

0.5x4x2= 4Relettering (average) each 60 no.

Contractor's profit @ 10% Total

Repainting of road caution Boards or village name plates, including lettering with super varnish or valspar or enamel painting including supply of all materials labour and T&P etc. required for proper completion of the work.

Post to be painted in alternate stips of 20 cm. (9") with black and white paint.Painting angle 3"x3"x3/8" in a height 9ft. 11/12x1x9

Repainting and relettering of furlong stones of P.W.D. standard design with approved enamel paint of superior quality, including supply of all materials labour and T&P etc. required for proper completion of the work.

Area of painting of a standard Furlong stone 5/3x1

Repainting and relettering of milestones of P.W.D. standard design with approved enamel paint of superior quality, including supply of all materials labour and T&P etc. required for proper completion of the work.

Repainting and relettering number plates on ends of parapets of culverts in letters from 2.5cm. To 8cm. (1" to 3") with super varnish or valspar, or enamel paint, including supply of all materials labour and T&P etc. required for proper completion of the work.

As in item 828 above but for large size miles stones of I.R.C., standard design as specified for every fifth mile stone of national highway.

Page 102: UPPWD Skelton Old

CHAPTER-1

Brick

c) Bricks (III class d) Bricks (sundried)

Ballast (1st class or over burnt Brick Ballast.a) 5.00 cm gauge

Ballast (Hard stone graded)

Bolts and nuts, etc.a) upto 6 mm. dia.b) above 6 mm. and upto 13 mm. dia,c) above 13 mm. and upto 25 mm. dia

Bottle nuts 13mm.to 22 mm.dia.15cm.long

a) 2.5 cm. upto 4 cm. diab) above 4 cm. and upto 8 cm. dia

a) 8 cm. (Mean) dia.b) 10 cm. c) 12.5 cm.d) 15.00 cm.e) 20.00 cm.

Cusstic soda

Cotton (string)a) Distemper (oil) in paste of best qualityb) Dry Distemper ordinary of best qualityGlass ordinary

(a) Fibrs glass Resin.bonded slabs and rolls in standard slab and rolls sizes.)

i) Fibre-glass (density 24 kg/m2) of 25 mm. thickness for ceiling

ii) - do 40 mm.

The rates except fot Item 2, 3, 38 & 39 are exclusive of Contractor's profits 5% Contractor's Profit may be given while taking the supply through some agency otherthen a direct supplier. The rates include Octori, Royalty and sales tax etc. and cartage up to 8

Page 103: UPPWD Skelton Old

iii)- do 50 mm.iv)- do 65 mm.v)- do 75 mm.

vi) Fibre-glass (density 32 kg/m2) of 25mm. thickness for walls

vii)- do 40 mm.viii)-do 50 mm.ix)- do 65 mm.x)- do 75 mm.(b) Thermocole insulation

a) Lead white best qualiry (safeda)b) Lead red powder (sindoor)

a) M S Flat angles Tand like wise..b) M.S. Rounds up to 12 mm diac) M.S. Romnds above 12 mm. diad) R. S. Joitse) G. I. Barbed wiref) Sheet Galvanized plain 20 B. W. G

g) Sheet Galvanized Corrugated 24 B. W. G. plain

h) Sheet black iron plaini) upto 8 mm. dia. i) upto 8 mm. dia. ii) above 8 mm. and upto 14 mm iii) above 13 mm. and upto 50 mmj) Galvanized iron wire gauge

k) Expanded metal 2.00 cm. mesh 1.6/17 gauge Marble chips 3 mm. size.

Marble chips 3mm. size.

Marble dust Masonite sheet 3 mm. thickNails (country)Nails (wire)a) Oil (linseed double boiled)b) Oil (Turpentine)Paints (of superior quality )a) Paint (Anti corrosive Bituminous).b) Paint Black Japan

d) Ordinary quality ready mixed painte) Paint Ready mixed (Enamel) for floors.f) Dry colours for cement floors. i) Dark green oxide ii) Deep black oxide iii)Blue oxide iv)Chocolate exide g) i) Red oxide primer surfacer for steel ii) Red lead paint ready mixed for roofs.h) Paint enamel (synthetic)i) Paint (aluminium)j) i) Paint primer for wood ii) Paint primer for metalk) Road marking paint (spirit base)l) i) Cement primer ii) Water proof cement paint

c) Superior ready mixed, paints for woodor steel (All colours)

Page 104: UPPWD Skelton Old

m) Varnishes i) Clear synthetic.

iii) OrdinaryWater proofing compoundPolish (Mansion or wax)

a) Pipe (A.C. Rain water) 8 cm.internal dia. of 6' length each

b) do 10 cm diac) do 15 cm dia

a) Pipe (A. C. Bend and shoes) 8 cm. dia. Plain

b) do 10 cm. diac) do 15 cm. dia

d) Pipe(A. C. Bend with access door)8 cm. dia

e) do 10 cm. diaf) do 15 cm. dia

a) SheetsfAsbestos corrugated)grey 6 mm. thick

b) do (Asbestos plain) grey doc) do(A. C. Ridges)d) (Gutters)

a) Pipe Rain water (Cast iron) 5 cm. dia.b) do 10 cm. diaa) Pipe Rain water(C. I. Rose) 5 cm. dia.b) do 10 cm. dia.c) Pipe Rain water(C. I. Head) 5 cm. dia.d) do do 10 cm. dia.e) Pipe Rain water (C. I. Shoes) 5 cm. dia.f) do do 10 cm. dia.g) Pipe Rain water(C. I. Bend) 5 cm^ dia.h) do do ' 10 cm. dia

a) Rope (Moonj)b) do (Hemp)c) do (Cotton)d) do (G. I. Wire) 7 ply 2.5 cm. dia.

Sheet(celotex or equivalent) 13 mm. thick

a) Stone (Mirzapur) undressedb) Stone (Mirzapur) upto 5 cm. thick flag ..Whiting? a) Washer (limpet)b) Washer (Bitumen)c) Washer (G. 1.)Wood preservative

a) Wood Chaukhat sections (CP Teak)b) Wood Chaukhat sections (Shisham)c) Wood Chaukhat sections (Indian sal)d) Wood Chaukhat sections (Deodar)e) Wood Chaukhat sections (Kail)

Page 105: UPPWD Skelton Old

f) Wood Chaukhat sections (Country)g) Wood Chaukhat sections (Chir)a) Wood Planks (C.P.Teak)b) Wood Planks (Shisham)

d) Wood Planks (Deodar)e) Wood Planks (Kail)f) Wood Planks (Country)g) Wood Planks (Chir wood) …

c) Wood Planks (Indian-sal)

Page 106: UPPWD Skelton Old

CHAPTER-2

Rate

4

Well sinker

Mote or charsa including two bullocks, one driver and one puller

Sawyer per pair

CHAPTER-3

Rate

4.00

(a) Cartage of ballast, Kanker, coal grit or sand etc. including loading and unloading but excluding stacking on Pucca Roads.

2.91

0.56

0.43

0.31

Page 107: UPPWD Skelton Old

0.21

0.17

0.16

(c) For Bricks 1000 Nos. Reduce the above rates by 15%

1.66

1.650.32

0.350.24

0.250.18

0.200.12

0.150.10

0.100.09

0.09

2.33

1.650.45

0.350.34

0.250.25

0.200.17

0.150.13

0.100.13

0.09

(b) For Kachcha Roads :- Add 331/3% on the above rates as per U.P. Parivahan Ayukta(Tech) U.P. letter no. 7329 TR dt. Jan 27

(a) As in item 231 above but forTar,Bitumen.Asphalt,Mobile oil or other such material.Note:- One truck will carry 22 Tar drums or 26Mexphalt drums. The average weight carted shall be 5 Tons per 7 Tonner Truck per

Page 108: UPPWD Skelton Old

0.73

0.14

0.11

0.08

Page 109: UPPWD Skelton Old

0.05

0.04

0.04

2.33

0.45

0.34

0.25

0.17

0.13

Page 110: UPPWD Skelton Old

CHAPTER-4Earth Work and Excavation

Cost

6.00

21.25600.00

1190.0021.2523.00

185.552041.05

72.10

21.25800.00700.00

28.3346.10

159.571755.25

62.00

11.00200.00300.00

21.2512.5012.30

600.00115.71

1272.7645.00

200.00

6.10163.96

1803.5263.70

0.00

300.00

Excavation in foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m. (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a

As in item no. (251) above but excavation in soil mixed with moorum/shingle kankar requiring the use of special T & P such as

Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ metre (20") in depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lifts and 30 m. (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge.

Add to items (251-253) for every additional 30 m. (100') lead or part of 30 m. (100 ft.) or for every additional 1.5 m. (5 ft.) lift or part

Sand filling in plinth including supply of necessary quan¬tity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and includhg watering, dressing etc. Rate to include cost of all materials. labour and T & P etc. required for proper

Page 111: UPPWD Skelton Old

500.00

97.50

15.4097.66

1074.2637.90

21.25

1000.00

700.00

42.50

15.40177.92

1957.0769.10

21.25

800.00

600.00

28.33

15.40146.50

1611.4856.90

Extra rate for quantities of work executed under0.00

0.00

The extra in rates is applicable in respect of each item but to limited quantities of work excavated in these difficult conditions.

100.00

50.00

15.4016.54

181.946.40

Same as in item i no. 251 above but excavation in Skeleton analysis based on hill soil mixed with gravel and boulder. Schedule

As in item 251 above but excavation in black cotton soil in Bundelkhand area requiring use of special tools and plants such as pick

Clearing jungla including uprooting of rank vegetati¬ons grass,bush,wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared. Analysis of rates on the basis of item 41 of CPWD analysis of 1S55 schedule).

Page 112: UPPWD Skelton Old

CHAPTER-5Concrete

Cost

6.00

1982.003662.67

21.2553.33

300.00300.00

65.0021.2546.10

806.935644.67

806.936451.60

96.77

654.847203.212544.17

1982.008250.00

297.30

21.2553.33

300.00300.00

65.0021.2546.10

806.9310529.30

806.9311336.23

170.04

1150.6312656.90

4470.42

Concrete with 4 cm. (1.5") gauge brick ballast and kankar lime, in foundations and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Concrete with 4 cm. (1.5") gauge brick ballast, white lime and surkhi in foundations and under floors in the proportions of 100 : 16 : 32, including supply of all materials. labour and T&P etc. required for proper completion of the work (unslacked lime brought to

Concrete with 4 cm. (1.5") gauge brick ballast, Fine local sand of 1.25 Fineness modulous and cement in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 113: UPPWD Skelton Old

1982.00611.52

1440.004033.52

100.8384134.36

21.2553.33

300.00300.00130.00

21.25

124.00949.83

4134.36949.83

5084.1976.26

516.055676.502004.94

As in item (273) above but in the proportion of 10:5:1

1982.00637.00

1800.004419.00

110.484529.48

949.834529.48

949.835479.31

82.19

556.156117.662160.76

As in item (273) above, but in the proportion of 8:4:1.

1982.00637.00

2092.504711.50

117.794829.29

949.834829.29

949.835779.12

86.69

Page 114: UPPWD Skelton Old

586.586452.402279.00

100.00400.00

38.40538.40

7203.21538.40

8.07653.84

7803.522756.2

2123.001331.88

1982.001664.85

269.20

297.304213.35

21.2553.33

400.00600.00

65.0021.2569.10

1229.934213.351229.935443.28

81.655524.93

552.496077.422146.50

As in item (271) above but for haunch filling. Rate as per item no. 271. 129.67 per%cft Extra labour for lift and pinning.

As in item (271) above but for roof terracing'with 2.5 cm. (1") gauge including raking a shallow drain on the edge if desired by the

Concrete with 4cm. (1") gauge brick ballast, white lime and surkhi in the proportion of 100:18:36 in roof terracing, including supply of all materials, labour, and T&P etc. required for proper completion of the work (Unslacked lime brought to powder to be used).

Page 115: UPPWD Skelton Old

3881.70859.95

4252.508994.15

127.819121.96

17.0080.00

400.00400.00260.00

17.00

322.401496.409121.961496.40

10618.36159.28

1077.7611855.41

4187.30

As in item (279) above but in the proportion of 6 : 3 : 1.

3967.96888.62

2857.50

As in item No. (279) above but in the proportion of 8 : 4 : 1.

4054.22917.28

2205.00

Cement concrete with 4 cm. (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 116: UPPWD Skelton Old

3409.20

680.00

3409.20

340.00

As in item No. 283 above but for slabs. Rate as per S.I. 283

As in item (283) above but in the lighter beams, i.e. having spans above 6 m. (20')

Cast cement concrete door sills, chaukhats boundry posts, shelves and similar small work with cement, approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, and inclu¬ding the cost of binding wire, moulds and all other materials, labour and T & P etc. required for proper completion of the work.

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.

Page 117: UPPWD Skelton Old

As in item (283) above but in heavier beams, i.e. having spans above 6 m. (20').

As in item (283) above but in R. C. C. Raft foundation and footing with 4 cm. (1.5") gauge approved stone ballast.

Contractor'profit @ 10% on Rs. 42.75

As in item (283) above but in R.C.C. T beam and slab roofs and R. C. C. columns.

As in item no. (283) but on R. C. C. columns in 1 : 1and 1/2 : 3.

189.4047.78

1046.25

238.6461.15

297.00

#VALUE!0.00

0.000.00

As in item (282 to 288) above but when shingles are used. Deduct from item 282 to

Deduct rate of concrete for using 5 cm. (2") gauge brick ballast in schedule item no.272 to 276, instead of 4 cm. (1.5") gauge brick

Deduct rato of concrete for using 5 cm. (2") gauge stone ballast in schedule item no. 279 to 281 instead of 4 cm. (1 and 1/2f)

Page 118: UPPWD Skelton Old

CHAPTER - 6BRICK WORK

Cost

6.00

3510.003329.70

28.33320.00200.00200.00

65.00

3510.00218.02

6050.00

3510.00237.84

4400.00

First class brick work in kankar lime in foundation and plinth including supply of all materials, labour and T & P etc. required for

First class brick work in one white lime and two surkhi mortar in foundation and plinth including supply of all materials, labour and T

First class brick work in one white lime and three surkhi mortar in foundation and plinth including supply of all materials, labour and

Page 119: UPPWD Skelton Old

3510.00343.98843.75

As in item (303) above but in 1 : 5 cement and fine sand of 1.25 F.M. mortar. 3510.00

343.981012.50

As in item 303 above but in 1 : 4 cement and fine sand of 1.25 F.M. mortar. 3510.00

343.98#VALUE!

As in item 303 above but in 1 : 3 cement and fine sand of 1.25 F.M. mortar. 3510.00

343.981687.50

First class brick work in 1 : 6 cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 120: UPPWD Skelton Old

As in item 303 above but in 1 : 3 cement and coarse sand mortar. 3510.00

515.971687.50

3510.000.00

160.00100.00

As in item (309) above but for wall of one brick thick. Add for extra labour.160.00100.00

As in item (309) above but for wall of half brick(4½") thick. Add for extra labour.

80.0050.00

First class brick work in mud mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for

As in item (301) to (304) above but in the super-structure including necessary cutting and moulding of bricks as required and also including honey comb brick, work thickness of wall not to be less than 1½ brick thick. Add for extra labour to above items.

Page 121: UPPWD Skelton Old

As in item (309) above but wall up to 3" thick. Add for extra labour.

80.00100.00

For second class brick work deduct from items (301) to (310) (310)0.00

For third class brick work in mud mortar deduct from item (301) to (310).0.00

0.00

0.000.00

28.33320.00200.00200.00

32.50

Sundried Brick work in mud mortar in foundation and plinth, including supply of all materials, labour and T & P etc. required for

Page 122: UPPWD Skelton Old

320.00100.00200.00

320.00100.00250.00

400.00100.00300.00

80.00200.00

First class brick work in arches including shuttering and centering add to items (301 - 307). Extra labour, centering and shuttering

As in item 314 above but in jack arches, including shuttering & centering add to item 301-307. Extra labour, centering and

As in item 314 above but in well steining with ordinary bricks, add to item 301-307. Extra cost of labour, centering and shuttering

As in item 316 above but in well steining but with specially moulded bricks. Add to item 316. Extra labour required for workmanship

11.5cm. (4½") thick string or drip course with 6 cm. (2.1/4") projection of first class brick in kankar lime including 12mm (½") thick lime plastering with simple moulding and cutting drip notch as required and including supply of all materials, labour and T & P etc.

Page 123: UPPWD Skelton Old

270.00

649.29

3.40560.00200.00

10.83

As in item (318) above but both masonary and laster in 1:6 cement and fine sand of 1.25 F.M. Labour as per item no. 318 above.

0.00

63.70

0.00

0.001080.001997.82

8.501040.00

400.0016.25

As in item (318) above but in 23cm. (9") cornice in three courses with 6 cm. (21/4") projection in each course in kankar lime with 12mm. thick lime, plaster or pointing take length of 100 rft.

Page 124: UPPWD Skelton Old

As in item 320 above but both masonary and plaster and pointing in 1.6 cement and local sand mortar.1080.00

0.00522.00

0.00640.00300.00

100.00100.00

Cutting opening, cleaning of bricks and stacking them within 2 chain as directed by the Engineer-in-charge.150.00200.00

14.17

Extra cutting of bricks for moulding as required for cornice, etc, including rubbed finish not exceeding 11.5 cm. (4.5") with (labour

Making opening through walls in lime or cement mortar for doors and windows or enlarging existing opening or cutting out brick work for under pinning including necessary supports staging etc. cleaning site and stacking the dismantled materials at the place as directed by the Engineer-in-charge within a distance of 60 metres (200ft.). Assuming size of opening 5ft. wide and 7 feet height and 1 1/8 ft. thick = 40cft. Labour for making holes for pins, fixing pins for proper safety of super structure and removing the came after

Laying reinforced brick work in sunshades with first class brick laid in cement and approved coarse sand mortar 1:3 excluding supply of reinforcement and its bending but including its fixing in position and binding the same with 24 B.W.G.I. Binding wire and including all centering and shuttering etc. and curing and also including cost of binding wire, supply of all materials labour and T&P

Page 125: UPPWD Skelton Old

As in item (324) but in lintels

0.00

0.00

42.5025.00

0.00

Add to all items of brick work in superstructure extra for brick work in circular pillar.

640.00100.00

Encasing rolled steel sections as in beams and columns in 1:3 brick work in cement and approved coarse sand with 10mm. (3/8") thick cement plaster in 1:3 cement and approved coarse sand including supply and fixing of wire netting of required gauge where necessary including supply of all material, labour and T&P etc. required for proper completion of the work.

Page 126: UPPWD Skelton Old

CHAPTER - 7DAMP COARSING

Cost

6.00

119.44585.00

0.00

8.5040.0025.0025.0016.25

284.10517.50

0.00

10.63240.00150.00

16.25

2cm. (3/4") thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers, including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary.

As in item (360) above but 2.5 cm. (1") thick and of cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13mm. (1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in

Page 127: UPPWD Skelton Old

CHAPTER - 8

Cost

6.00

0.00

16.004.722.082.08

3.333.130.511.35

4571.78450.00191.10

1200.0032.50

170.00150.00

0.000.00

20.000.00

20.0075.0016.25

Supply and fixing of Mirzapur or other approved stone fine dressed, as in door sills chaukhats etc. laid in mortar consisting for 1 part cement and 6 part approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper

Supply and fixing of Mirzapur or other approved stone slabs 4cm. (1.5") thick with plain moulding on one edge and fine dressed on all exposed surfaces as in steps and shelves laid in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Take stone rough

Supply and fixing of Mirzapur or other approved stone chajjas 4cm. (1.5") thick with but joint and with exposed surfaces fine dressed set in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 128: UPPWD Skelton Old

0.00

0.00

0.00

80.00

50.008.33

13.3312.50

#VALUE!

#VALUE!

Supply and fixing of Mirzapur or other approved stone rushades upto 4cm. (1.5") thick over doors and windows including two brackets of same stone 5cm. (2") thick with plain moulding in edges of brackets all exposed surfaces to be fine dressed and stone to project upto 0.6m. (2ft.) and set well into walls to a depth of 15cm. (6") (minimum) with cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Stone chisel 1.5" thick over all width 2"-6"=2.5ft.

Supply and fixing of pierced tracery panels of Mirzapur or other approved stone 5cm. to 6cm. (2" to 2.5") thick fixed in cement mortar consisting for 1 part cement and 3 part approved corase sand including supply of all materials, labour and T&P etc. required

Page 129: UPPWD Skelton Old

CHAPTER - 9WOOD WORK

Cost

6.00

#VALUE!10.6380.0025.00

As in item 401 above but with shisham wood.

0.00

As in item 401 above but in indian sal wood.

0.00

As in item 401 above but with Deodar wood.

0.00

As in item 401 above but with Kail wood.

0.00

As in item 401 above but with country wood.

0.00

As in item (401-406) but for curved work, add to the above item 25% above per cu.m.

C.P. Teak wood wrought tramed and fixed including simple mouldings, straight works as in Chaukhats, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 130: UPPWD Skelton Old

40.0050.00

0.000.00

21.25640.00100.00

24.00

#VALUE!0.00

40.0012.50

As in item no. 409 above but fully panneled.

#VALUE!

As in item no. 409 above but fully glazed.#VALUE!

0.00

160.00

Wood work worught framed and fixed plain work as in roof trusses, pulins, ceiling joists, etc. including supply of all materials, labour and T&P etc. required for proper completion of the work. Deduct from the item (401-406).

Supply & fixing of 4.5cm. (1 3/4") thick C.P Teak wood part panelled & part glazed door and window shutters including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including painting with two coats of Black Japan on all iron fittings if necessary & including fixing the glass panes with putty & brad. Glass to be 0.64 kg (21oz.) fittings with necessary screws to be supplied departmentally.

Additional cost for fixing glass panes with C.P. Teak wood beading and felt as directed by Engineer-in- charge instead of putty and brad including cost of all materials, labour and T&P etc. required for proper completion of the work.

Page 131: UPPWD Skelton Old

As in item no. 409 above but 4cm. (1.5") thick.

0.00

As in item no. 411 above but 4cm. (1.5 ") thick.

As in item no. 412 above but 4cm. (1.5") thick.

As in item no. 409 above but 2.5cm. (1") thick.

0.00

As in item no. 411 above but 2.5cm. (1") thick.

As in item no. 412 above but 2.5cm. (1") thick.

Same as in item no. 409 above but of Shisham Wood.

0.00

Same as in item no. 411 above but of Shisham Wood.

As in item no. 412 above but of Shisham Wood.

Page 132: UPPWD Skelton Old

As in item no. 419 above but of Shisham Wood.

0.00

As in item no. 420 above but 4cm. (1.5") thick.

As in item no. 421 above but 4cm. (1.5") thick.

Same as in item no. 409 above but of Indian Sal Wood.

0.00

As in item no. 411 above but of Indian Sal Wood.

0.00

As in item no. 412 above but of Indian Sal Wood.

0.00

As in item no. 425 above but 4cm. (1.5") thick.

0.00

As in item no. 426 above but 4cm. (1.5") thick.

As in item no. 427 above but 4cm. (1.3") thick.

Page 133: UPPWD Skelton Old

As in item no. 409 but of Deodar wood.

#VALUE!0.00

21.25480.00100.00

30.00

Same as in item no. 411 above but of Deodar wood.

0.00

0.000.00

160.00

As in item no. 431 but of 4cm. (1.5") thick.

0.00

As in item no. 432 above but 4cm. (1.5") thick.

As in item no. 433 above but 4cm. (1.5") thick.

As in item no. 431 above but 2.5cm. (1") thick.

0.00

Page 134: UPPWD Skelton Old

As in item no. 432 above but 2.5cm. (1") thick.

As in item no. 433 above but 2.5cm. (1") thick.

Same as in item no. 409 above but of Kail wood or Chir Wood.

0.00

As in item no. 411 above but of Kail wood or Chir Wood.

0.00

As in item no. 412 above but of Kail wood or Chir Wood.

0.00

As in item no. 440 above but of 4cm. (1.5") thick.

0.00

As in item no. 441 above but 4cm. (1.5") thick.

As in item no. 442 above but 4cm. (1.5") thick.

As in item no. 440 above but 2.5cm. (1") thick.

0.00

Page 135: UPPWD Skelton Old

As in item no. 441 above but 2.5cm. (1") thick.

As in item no. 442 above but 2.5cm. (1") thick.

0.00

#VALUE!21.25

480.00100.00

#VALUE!0.00

As in item no. 450 above but in Shisham Wood.

Supply & fixing of 20 B.W.G. black iron sheet panelled door and window shutters in 4cm. (1.5") thick Indian Sal Wood frame including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including painting with tow coats of Black Japan on all iron fittings if necessary. Fitting with necessary screws to be supplied departmentally.

Supply & fixing of 4cm. (1.5") thick C.P. Teal Wood door and window shutters with panels of heavy quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/6 inch.) mesh or any other size with necessary beading, including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. (Fitting with necessary screws to

Page 136: UPPWD Skelton Old

0.00

As in item no. 450 above but in Indian Sal Wood.

0.00

As in item no. 450 above but in Deodar Wood.

0.00

As in item no. 450 above but in Kail wood or Chir Wood.

0.00

#VALUE!0.00

40.0025.00

As in item no. 455 above but with in Shisham Wood battens.

0.00

As in item no. 455 but Indian Sal Wood battens.

0.00

Supplying & fixing galvanized mosquitos proof heavy quality iron wire gauge or expended metal of heavy quality over windows and including supply and fixing of C.P. Teak wood battens 8cm.x1cm. (3"x3/8") and including supply of necessary screws, all materials, labour and T&P etc. required for proper completion of the work.

Page 137: UPPWD Skelton Old

As in item no. 455 but with Deodar Wood battens.

0.00

As in item 409 but braced and battened 4cm. (1.5") thick of shisham wood including supply of necessary screws.

0.000.00

21.25160.00

50.00

As in item no. 459 above but of Indian Sal Wood.

0.00

As in item no. 459 above but of Country Wood.

0.00

As in item no. 459 above but of Deodar Wood.

0.00

As in item no. 459 above but of Kail Wood or Chir Wood.

0.00

As in item no. 461 above but of 2.5 cm. (1") thick.

Page 138: UPPWD Skelton Old

0.00

#VALUE!0.00

21.25480.00100.00

As in item no. 465 above but Shisham Wood.

0.00

As in item no. 465 above but Indian Sal Wood.

0.00

Sawing wood excluding carriage (Teak wood and Shisham or Sal wood etc.).#VALUE!

As in item above but softer wood (like Kail, Chir or Country wood of Deodar).#VALUE!

As in item 411 above but of commerical quality (Kanju) Sitapur ply or other approved ply wood flush shuters 3cm. (11/4") thick.

6.672.38

Supply & fixing of 4cm. (1.5") thick C.P. Teak Wood door and window shutters with 1cm. (3/8) thick ply wood rae pressed wood panels and fixing C.P. Teak wood cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. Fitting with

Page 139: UPPWD Skelton Old

Approximate cost of fittings with screws for door and windows etc.

0.00

As in item 470 above but for 4cm. (1.5") thick

8.005.00

As in item 477 but both sides decorating (C.P. Teak) Add extra to item 477.

As in item 478 but with Teak lipping single leaf door.

As in item 478 but with Teak lipping double leaf.

As in item 409 to 488 above but when 0.55 kg. ( 18oz) of glass is used instead of 0.65 kg. (21oz) Deduct from items (409 to 448)

As in item 470 but of C.P. Teak decorative type ( one side only) and commerical lipping approved ply wood flush shutters 4cm.

Providing and fixing 12mm (0.5") thick and 100m. (4") wide pelmet with 25mm. (1") diameter wooden curtain rod and brackets top covered with same wood planks 12mm. (0.5") thick including fixing with 25x3m. (1"x1/8") M.S. Flat 10cm. (4") long and plugs etc.

Page 140: UPPWD Skelton Old

0.00

0.00

20.0016.0012.50

#VALUE!

0.00

#VALUE!

0.00

#VALUE!

0.00

#VALUE!

0.00

26.6716.0016.67

Same as in Sl. no. 481 but 150m. (6") wide pelmets] Take a pelment of 51/4 rft. with 4/1/4' front and 6" on each side wood required

Page 141: UPPWD Skelton Old

0.00

0.00

0.00

0.00

0.00

Extra for providing curtain rods of Aluminium with brackets instead of wooden curtain rod, in pelmets in Sl. No. 481 and 482 above.

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Extra for providing in pelmets, aluminium curtain rails of heavy quality 6x9x15mm. With rollers, stop ends and brackets instead of

Page 142: UPPWD Skelton Old

0.00

0.00

0.00

0.00

#VALUE!

0.00

#VALUE!

0.00

#VALUE!

0.00

Providing and fixing 25mm (1") diametre curtain rod with brackets, plugs etc. wherever required including painting, polishing or

Providing and fixing curtain rods of aluminium with brackets and wooden plugs etc. wherever necessary complete. Take 4.5" length.

Page 143: UPPWD Skelton Old

CHAPTER - 10 MILD STEEL & IRON WORK

Cost

6.00

Light section, i.e. not exceeding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height.5.00

16.0050.00

100.00

Same as above but heavy section, i.e. exceeding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height.

5.0016.0050.00

150.00

Add to item 501(a) and 501(b) for heights beyond 7.5 metre (24ft.).50.0050.00

170.00105.00100.00

170.00105.00

30.00100.00

Rolled steel joists fixed in position excluding cost of joists which will be supplied free at site but including all labour in handling and

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, gratings etc. (when not included in an over all rates) wrought to required form, including supply of steel, bolts nuts and wastage etc. and their fixing required for

Mild steel or iron work in heavy sizes such as trusses ; built up gates, door frames, record racks, roof work, gates etc. wrought to required form including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts nuts etc. and

Page 144: UPPWD Skelton Old

170.00150.00

0.00

Cutting rolled steel joints below 22.5cm. X 10cm. (9"x4").

42.5025.00

Cutting rolled steel joints above 22.5cm. X 10cm. (9"x4").

85.0050.00

Cutting plates & angles : Take an angle 4'x4'x1/2'. Area 3.75 sq. inch. = 24.20 sq.cu.m. 21.2512.50

Cutting rounds. Take 10 cutting of 5/8" dia.

8.505.00

595.00300.00100.00

1020.00600.00

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage &

Boring holes in mild steel or iron not exceeding 10mm. (3/8") dia & thickness of plate not exceeding 6mm. (1/4"). Labour for 100

As in item 509 above but holes exceeding 10mm. (3/8") dia but not exceeding 20mm. (3/4") dia. and thickness exceeding 6mm. (3/8") but not exceeding 13mm. (1/2") dia.Labour for 100 holes.

Page 145: UPPWD Skelton Old

0.000.000.000.00

80.00100.00

Mild steel or iron work in purlins and rafters including drilling holes and fixing in required for proper completion of the work.

56.6735.00

0.00

85.0075.0050.00

Welding by Cass plant including supply of all materials, labour etc. complete.

0.000.00

200.00

Providing and fixing 10cm. (4") dia C.l. down pipe complete with rose, heads, bends with eye hole, shoes and gratings etc. fixed to walls with suitable clamps as directed by the Engineer-in-charge.

Providing barbed iron wire fencing including fixing it to post after stretchins it, including labour and T&P etc. required for proper completion of the work, but excluding supply of posts and wire.

Same as in item no. 514 but by Electric plant. In case of electric welding, per rent and cost of machine will be more and output will be also some what more. The extra cost is estimated at 20%. So rate per rft. = Rs. 2.88 per rft. Say 2.30 per rft. or Rs. 7.50 per

Add extra to item no. 514 when the welding is required to be done at roof height 10% extra is estimated to account for less output

Page 146: UPPWD Skelton Old

Using M.S. angle 40x40x6mm (1.5"x1.5"x1/4") for diagonal braces.

0.00

#VALUE!

0.00

0.00

0.000.000.000.000.00

Using M.S. flat 40x6 mm (1.5"x1/4") for diagonal bracings and central cross piece. .

0.00

Providing and fixing 1 mm thick M.S. sheet garage door with from of 40x40x6mm. (1.5"x1.5"x1/4") angle iron, 3.15 mm. (1/8") thick M.S. gusset plates at the junctions and corners including supply and fixing of necessary fittings, lock rail or 15" length of oxised iron and including pintels, hooks at the top and applying a priming coat of red lead paint on all sides complete.

Page 147: UPPWD Skelton Old

0.00

#VALUE!

0.00

0.00

(Skelton analysis based on item no. 4 of 1962 CPWD analysis of rates).

330.002040.00

160.00

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4"x3/8"x1/12) & braced with flat iron diagonals 20x5mm (3/4"x3/16") size with top & bottom rails fo Tiron 40x40x6mm. (1.5"x1.5"x1/4") with 38 mm. dia. steel pulleys with bolts, nuts locking arrangement, stoppers, handles, complete including applying a priming coat of approved red lead paint.

Page 148: UPPWD Skelton Old

400.00400.00

(Skelton analysis based on item no. 5 of 1962 CPWD analysis of rates).

0.00

0.00

220.001190.00

200.00200.00

20.00

(Skelton analysis based on item no. 7 of 1962 CPWD analysis of rates).

Providing and fixing 1m. thick M.S. sheet sliding shutters with frame and daigonal braces of 40x40x6mm. (1.5"x1.5"x1/4") angle iron, 3.15mm. (1/8") gusset plates at the junctions & corners, hooks at top, 25mm. (1") dia. pullyes at bottom 40x40x6mm. (1.5"x1.5"x1/4") angles & T iron guides at top & bottom respectively including locking arrangement with handles etc. complete and

Supplying and fixing rolling shutters of approved make of 80x125mm.(3"x3.5") guage cold rolled M.S. laths inter locked through out their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operations complete but excluding the cost of top cover

Page 149: UPPWD Skelton Old

247.50350.00

40.00

Providing and fixing 27.5 cm. Long wire spring grade no. 2 for rolling shutters. (Skelton analysis based on item no. 8 of 1962 CPWD analysis of rates).

0.00

Providing and fixing top cover for rolling shutters. (Skelton analysis based on item no. 9 of 1962 CPWD analysis of rates).

0.00

Providing and fixing ball bearing for rolling shutters.(Skelton analysis based on item no. 10 of 1962 CPWD analysis of rates).

0.00

Extra add to Sl. No. 520 for providing mechanical devise, chain & cranks operation for operating rolling shutters

(Skelton analysis based on item no. 11 of 1962 CPWD analysis of rates).

Page 150: UPPWD Skelton Old

CHAPTER - 11ROOF WORK

Cost

6.00

Assuming length of 100ft. And stop of 12ft. On either side.

0.000.00

0.000.00

340.003840.002400.004800.001280.00

130.00

As in item (531) above but for double Allahabad tiling roof. As above.

0.000.000.000.00

Supply and fixing single Allahabe tiling with and including supply of hips, ridges and eaves and includings laying them for roof work & setting in white lime & Surkhi Mortar in ratio of 1.2 or pure kankar lime and also including supplying and laying of Sal wooden battens and white washing two coats bottom surface or tiles.

Supply and fixing large contry tile roofing on and including bambod frames containing not less than 4 (40) Bamboos per sq. m. (Per%s.ft.) and Chatai supplied and fixed position including supply of all materials, labour and T&P etc. required for proper completion of the work and including two coats of coaltarring of bamboo frame and chatai.

Page 151: UPPWD Skelton Old

0.00

0.00200.00

0.00

As in item no 533 above but small size country titles.0.000.000.00

100.000.00

200.00

0.000.000.00

28.33120.00

75.00100.00

32.50

0.000.00

80.00100.00100.00

42.5025.00

Laying rainforced brick slab with and including supply of first class bricks laid in cement mortar consisting of one part cement & three parts approved coarse sand excluding supply of reinforcement and its bending but including its fixing in position and binding the same with 24 B.W.G.I. binding wire & including centering and shuttering and necessary & also including cost of binding wire, supply of all materials, labour & T&P etc. required for proper completion of the work.

Page 152: UPPWD Skelton Old

0.00

0.000.000.000.00

1920.001200.00

0.00

0.000.000.00

510.00300.00

0.00

40.0025.00

0.000.000.00

80.0050.00

160.00

Supply & fixing Galvanised corrugated iron roofing 24 BWG in position including supply of all materials, labour and T&P ect required for the proper completion of the work and including wastage.

Supply & fixing 22 B.W.G. Ridges, valleys and gutters for iron roofing fixed with jor U bolts 10mm. (3/8") dia. with G.I. Limper and bitumen washers complete including supply of all materials, labour and T&P ect required for the proper completion of the work and

Supplying and laving complete 4cm. (1.5") thick insulation layer of sand & clay over jackarch. Reinforced brick or reinforced cement

Making contraction joints in terraced roof lip type including supply of necessary qnty. of filler, brick tile, all materials , labour & T&P etc. required for proper completion of the work. Take a length of 100 rft. Brick tiles for 109 rft. Length.

Page 153: UPPWD Skelton Old

100.00

As in item 539 above but of parapet type. Take a length of 100 rft.

0.000.000.00

0.00320.00100.00

240.00150.00640.00200.00

As in item 536 above but with 6mm. Thick grey corrugated asbestos sheet .

0.000.00

0.000.000.00

340.001600.00

800.00

As in item 537 above but with ridges, valleys and gutters of asdestos sheets. 0.00

170.00160.00150.00

Page 154: UPPWD Skelton Old

0.000.00

50.00

0.000.000.00

50.00150.00

0.000.000.00

100.00200.00

0.00

0.00

Spreading over leaky roofs with bitumen paint @ 10lbs. Per % sft. or 1lbs. sq.m. including sweeping, cleaning the roof with brushes, heating of the paint upto the required temperature, pouring it on th surface, spreading of necessary quantity of approved coarse sand @ 1cft. per 100 sft. and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supplying and laying one layer of tarfelt or any other equivelent approved materials at the junction of wall and roof or at any place as per direction of the Engineer-in-charge including necessary overlap, giving a coat of approved mastic paint below the tarfelt and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supplying and laying one layer of tarfelt of other equivelent approved materials over roofs as per direction of the Engineer-in-charge including necessary overlap, giving a coat of approved mastic paint on the bottom and top of tarfelt, spreading of necessary quantity of approved coarse sand or small size bajri and including supply of all materials, labour and T&P etc. required for proper completion

Making expansion joints with 24 gauge 6" wide aluminium sheet in walls with necessary cutting shaping of bricks if any, and covering joints, by means of 3/8" thick ply wood 5" wide and match painted as per direction of the Engineer-in-charge including supply of all materials, labour and T&P etc. required for proper completion of the work.

Making expansion joints with 24 gauge 5" wide aluminium sheet & 8" wide tarfelt fixed with termastic in roof or floors joints with approved bitumen as per direction of the Engineer-in-charge including supply of all materials, labour and T&P etc. required for

Page 155: UPPWD Skelton Old

CHAPTER - 12 CEILING

Cost

6.00

0.000.00

340.00320.00400.00

As in item no. 551 above but of C.P. Teak wood. Rate as per item no. 551.

As in item no. 551 above but of Kail or Chir wood. Rate as per item no. 551.

0.00

0.000.000.000.00

320.00200.00

Supply and fixing of 2.5 cm. (1") thick Deodar wood planks, ceiling including supply of beading 2.5 cm.x4 cm. (1"x1.5") of Deodar wood over joints, but excludings cost of ceiling joint if & when necessary but including cost of all materials, labour & T&P etc. required for proper completion of the work. Cost of 300 sft. ceiling i.e. for a room 20"x15".

Supply and fixing A.C. plain sheets ceiling including beadings 2.5cm.x4cm. (1"x1.5") of Deodar wood, screws. bolts and all materials, labour & T&P etc. complete excluding cost of ceiling joints if any required for proper completion of the work. Take a room

Page 156: UPPWD Skelton Old

As in item no. 554 above but with C.P. Teak beading.

0.00

As in item 554 above but of 6" thick masonite or celotax with Deodar beading 20x15 = 300 sft.0.00

0.000.00

As in item 556 above but with C.P. Teak wood beading. Rate as per item 556

0.00

(Skelton analysis based on CPWD analysis of rates 1955 Sl. No. 41).

0.00480.00300.00

0.00#VALUE!

0.000.00

0.000.000.000.00

Supply and fixing 10mm. (3/8") thick plaster of paris (Gypsum) anhyadrous ceiling including providing Kail or Chir wood frames base consisting of 2"x5" battens at 2'-6" apart cross battens of 1.5" x2" at 1'-3" apart & wooden strips 1"x1/4" with 3/8' gap in between with rabbit wire mest reinforcement fixed to wooden frame and applying one coat of solignum paint or other approved wood preservative to wooden frame including cost of all materials labour and tools and plants etc. required for proper completion of the

Page 157: UPPWD Skelton Old

0.00

Same as in item 558 but plaster of paris to be 12mm. Thick (½").0.000.00

Page 158: UPPWD Skelton Old

CHAPTER - 13 PLASTER AND POINTING

Cost

6.00

40.0025.0013.00

240.00150.00

32.50

As in item no. 571 above but for flush pointing.

208.00100.00

32.50

80.0050.0032.50

As in item (571) above but with cement mortar consisting of one part cement & two parts of fine sand of 1.25 F.M.

40.0025.0013.00

240.00150.00

32.50

As in item no. 574 above but for flush pointing deduct form item 574..

Struck pointing with kankar lime on brick work including supply of all materials, labour and T&P ect. Required for proper completion

Rubbing with kankar lime or with white lime and surkhi on brick work including supply of all materials, labour T&P etc. required for

Page 159: UPPWD Skelton Old

53.3333.33

As in item no. 574 and 575 above but in flush deduct form item 574 and 575.53.3333.3313.00

40.0025.0013.00

212.80133.00

43.33

0.000.00

40.0025.0013.00

0.00150.00

32.500.000.00

120.0075.0032.50

0.00

Raised pointing with cement and Fine sand of 1.25 F.M. mortar on brick work in proportion of 1:2, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Struck cement pointing 1:2 with colouring materials to match the brick work colour including supply of all materials, labour and T&P

12mm. Thick plaster with kankar lime over brick work minimum thickness not to be less than 3/8" (10mm.) thick including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 160: UPPWD Skelton Old

As in item 579 above but with cement mortar in proportion of 1:2 cement & fine sand of 1.25 F.M.

0.000.00

As in item 579 above but with cement mortar consisting one part cement and two parts of approved coarse sand.

0.000.00

As in item 589 above but with cement and fine sand of 1.25 F.M. mortar in 1:3.

0.000.00

As in item 579 above but with cement and approved coarse sand in 1:3..

0.000.00

As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:4.

0.000.00

As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:5.

Page 161: UPPWD Skelton Old

0.000.00

As in item 579 above but with cement and fine sand of 1.25 F.M. mortar in 1:6.

0.000.00

0.000.000.000.00

(b) As in item 579 above but with cement, white lime, coarse sand and local sand in proportion of 1:1:2:4.

0.000.000.000.00

Add for extra labour to all items of plaster if done in ceiling.40.00

As in item 579 above but with cement, white lime and fine of 1.25 F.M. mortar in proportion of 1:1:6.

0.000.000.00

(a) As in schedule item 579 above but with cement, white lime, coarse sand and local sand in proportion of 1:1:2:5 complete (per

Page 162: UPPWD Skelton Old

Mud plastering over brick walls including supply of all materials, labour and T&P etc. rquired for proper completion of the work.

80.0050.0050.0013.00

0.000.00

208.00130.00

32.50

0.000.00

120.0075.00

0.000.000.000.000.00

320.00200.00

32.50500.00

2cm. (3/4") thick stucco plaster resembling marble finish, 1st coat 10mm. (3/8") thick with 1:4 cement and approved coarse sand, intermediate coat 5mm. Thick with cement and marble dust 1:1 and final coat 5mm. (3/16") thick with rich lime throughtly slaked & passed through fine sieve and mixed and grinded with white marble dust or gypsum alongwith required quantity of matelic oxide to give desired tint in ratio 1:1:3 including supply of all materials, labour and T&P etc. rquired for proper completion of the work.

2cm. (34/") thick plaster finished with marble chips on walls, pillars and steps etc. rubbed & polished to granolithic finish, base coat to be 15mm. (9/16") thick with one part of cement and 2 parts approved coarse sand & top coat 5mm. (3/16") thick with one part of ordinary cement & 2 marble chips of required colour including supply of all materials, labour and T&P etc. rquired for proper

Page 163: UPPWD Skelton Old

0.000.00

208.00150.00

65.00900.00

Same as in item 591 above but with 5mm. (3/16") thick top coat coloured as desired by the Engineer-in- charge.

0.00

0.000.00

0.000.00

80.00100.00

32.50

Rough cost finish to plaster of different mortar. Add extra to plaster items.

0.0080.0050.0016.25

Add extra labour and materials for plaster over rough face of one brick walls.

Same as in item 591 above but with top 5 cm. (3/16") thick coat of white cement and marble chips. Labour and materials per % sft.

2cm. (3/4") thick pebble dash plaster with base coat 1.5cm. (9/16") thick in one cement & 4 approved coarse sand. The final coat to be with cement & washed fine gravel or pabbedashed on to the green plaster and pressed with large trowel, rubbing materials, labour and T&P etc. required for proper completion of the work.

Page 164: UPPWD Skelton Old

20.0012.50

0.000.00

40.0025.0013.00

0.00160.00100.00

48.75

106.6712.50

0.00

2cm. (3/4") thick cement plaster in dedo or skirting in 1:2 consisting of one part yf cement and 2 parts of approved coarse sand laid in panels, finished with 3mm. (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Engraving lines in the plaster of outer face well vertically and horizontally to display the surface as stone facing as directed by the Engineer-in-charge including labour & T&P etc. required for proper completion of the work. Add for extra labour to all items of

Providing and fixing water proofing materials in cement mortar for plastering or in concrete work in the proportion recommended by

Page 165: UPPWD Skelton Old

CHAPTER - 14 FLOORING

Cost

6.00

0.000.000.00

21.25160.00

50.0050.0032.50

0.00

0.00

0.00

As in item no. 601 above but with the base concrete consisting of brick ballast, white lime and surkhi in ratio of 100.16:32

0.00

As in item no. 601 above but with base concrete consisting of brick ballast & kankar lime.

As in item no. 601 but floor shall be 5 cm. (2") thick instead of 2.5 cm. (1") thick and proportion of concrete 1:1.5:3 instead of 1:2:4

0.000.000.00

21.25240.00

75.00

2.5 cm. (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm. (3") thick base concrete consisting of cement, local sand and brick ballast 4 cm. (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 166: UPPWD Skelton Old

75.0043.33

0.00

As in item no. 604 above but without base concrete.

0.00

0.00

As in item no. 601 above but floors shall be 4 cm. (1.5") thick instead of 2.5 cm. (1") thick and without base concrete.

0.000.000.00

21.25208.00100.00

75.0032.50

0.00

800.00

Add to item no. 601 to 603 and 605 when coloured polished floors are laid.

0.00

Add in item 601 to 603 and 605 when floors are polished including supply of extra cement, chapra batti, carborndum stone, all other materials, labour and T & P etc. required for proper completion of the work. Marble dust shall be added in the floating coat in ratio of 5:1 (Marble dust and cement) if necessary but no extra amount will be paid for it. This includes final finish with french mansion

Page 167: UPPWD Skelton Old

0.00

0.00

0.00

21.25640.00400.00

16.25

0.00

0.000.00

0.000.00

640.00

400.0016.25

Stone floors 4 cm. (1.5") thick of Mirzapur or othere approved stone flags, set in kankar lime over and including 1 cm. (8") lime concrete consisting 4 cm. (1.5") gauge brick ballast & kankar lime stone flags to be of standard size with and including border stone as specified or as directed by Engineer-in-charge. Stone should be fine dressed on upper surface and all edges, joints not to exceed 3 mm. (1/8") Rate to include cost of stone dressed as specified, all other materials, labour & T&P etc. required for proper completion of the work. Rater per 100 sft. lime concrete bas 3" thick.

As in item no. 608 above but with stone flags laid in 1:4 cement and fine sand of 1.25 F.M. mortar with base concrete consisting of on part of cement and four parts of local sand and 8 parts brick of ballast. As in item no. 608.

As in item no. 608 above but stone flags laid in white lime and surkhi 1:2 and base concrete consisting of brick ballast, in one white

As in item no. (608, 609 and 610) above but upper surface and edges chiesel dressed and joints upto 6 mm. (1/4") thick. Deduct

Page 168: UPPWD Skelton Old

0.000.000.000.00

0.00

7639120.00160.00100.00100.00

32.50

0.00

0.00

0.00

0.00

50.0050.00

160.00100.00

As in item no. 612 above but bricks , laid flat.

First class brick on edge floor laid in cement mortar consisting one part of cement & six parts of fine sand of 1.25 F.M. & pointed with cement mortar 1:2 over and including 8 cm. (3") brick ballast base concrete with kankar lime including supply of all materials, labour & T&P etc. required for proper completion of the work.

As in item no. 612 above but with 8 cm. (3") base concrete consisting of brick ballast white lime and surkhi in ratio of 100:16:32 . As

As in item no. 612 above but with 8 cm. (3") base concrete consisting of one part of cement four parts of fine sand of 1.25 F.M. and

First class brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour and T & P etc. required for proper completion of the work.

Page 169: UPPWD Skelton Old

0.000.000.000.00

0.00

17.00120.00

50.00100.00

32.50

As in item no. 613 above but bricks laid flat.

0.00

0.00

As in item no. 614 above but bricks laid flat.

0.00

0.00

As in item no. 615 above but bricks , laid flat.

0.000.00

160.00100.00

0.00

0.000.000.000.000.00

21.25

Granolithic marble flooring 2.5 cm. (1") thick consisting of one part cement, two parts of approved coarse sand and 4 parts of 2 cm. (3/4") graded approved stone chips including 6 mm. (1/4") thick surface coat with ordinary cement black, white or grey or mixed marble chips passing 3 mm. (1/8") but retained on 1.5 mm. (1/6") mesh screen in proportion of 1:2 as specified or directed by Engineer-in-charge and polished by hand or machine and finally finished with french manson polish or other approved polish including 8 cm. (3") kankar lime concrete base, including supply of all materials, labour and T & P etc. required for proper

Page 170: UPPWD Skelton Old

320.00200.00

32.501500.00

As in item no. 620 above but when white cement is used in top 5 mm. (1/4") layer instead of ordinary cement.

0.000.00

As in item no. 620 above but when coloured floors are to be made.

0.00

0.00

As in item no. (620 to 622) above but base concrete consisting of brick ballast, white lime and surkhi in ratio of 100:16:32.

Base 12 mm. thick cement plaster 1:2 as base coat with cement and coarse. 0.000.000.000.000.000.00

28.33120.00

75.0032.50

As in item no. (620 to 622) above but base concrete consisting of one part of cement 4 parts of local sand and 8 part of brick

Granolithic marble dado 2 cm. (3/4") thick consisting of 15 mm. (9/16") thick layer of one part cement, 2 part of approved coarse sand including 5 mm. (3/16") thick surface coat with ordinary cement, black or white or grey or mixed marble chips passing 3 mm. (1/8") but retained on 1.5 mm. (1/16") mesh screen in proportion of 1:2 as specified or directed by Engineer-in-charge & polished by hand or machine and finally finished with french mansion polish or other approved polish including supply of all materials, labour

Page 171: UPPWD Skelton Old

1500.00

As in item no. 625 above but when white cement is used in top 5mm. (3/16") thick layer instead of ordinary cement.

0.000.00

As in item no. 625 above but when coloured dados are to be made.

0.00

0.00

Take an area of 12sq. Yards- 108 sq.ft0.000.000.000.000.000.00

200.00

0.000.00

Wastage 5% = 00.54lbs. Total = 11.37 lbs. or 5.16kg.0.00

160.00100.00

Supply & fixing 6 mm. (1/4") China white glazed in flooring or dado laid with 1:3 cement and approved coarse and mortar finished with white cement slurry jointing & polishing complete including supply of all materials, labour and T&P etc. required for proper

As in item no. 628 above but when NITCO or equivalent quaintity of tiles with mosaic work in light shades are used in floors and

Providing & fixing aluminium strips of 16" gauge in joints of floors & skirtings at the time of laying floors, flash with floor level,

of 2.5cm. (1") depth. Details of cost of 144rft. of Skeletion analysis as per S.l. aluminium stirps 16" gauge 1" depth wt. - 10.88 lbs. no. 20, 1962 CPWD analysis Materials, Aluminium sheet cut into streps=10.88lbs.

Page 172: UPPWD Skelton Old

Wastage 5% = 0.81lbs. Total = 17.06 lbs. or 7.75kg.0.00

Wastage 5% = 1.08lbs. Total = 22.75 lbs. or 10.34 kg.0.00

100.00

of 2.5cm. (1") depth. Details of cost of 144rft. or glass strips 1/8" thick. 0.00

of 4 cm. (1.5%) depth. Details of cost of 144rft. of glass strips 3.5mm. (1/8") thick.0.00

of 5cm. (2") depth. Details of cost of 144rft. of glass strips 1/8" thick.0.00

53.3333.33

of 1/4 cm. (1.5%) depth. Take 144rft. 16' gauge 1.5' depth aluminium strip, weight = 16.25 lbs. Materials. Aluminium sheet cut into

of 5cm. (2") depth. Take 144rft. 16' gauge 2' depth aluminium strips weight = 21.67 lbs. Materials. Aluminium sheet cut into

Providing & fixing glass strips of 3.15mm. (1/8") thickness in joints of floors & skirtings at the time of laying floors, flash with floor

Extra for making cheques of approved pattern on Skeleton analysis based on S.l.no. cement concrete, floor, steps, landing etc. including 12 of 1962CPWD analysis of rates labour and T&P etc. complete. Take 100sft.Area.

Page 173: UPPWD Skelton Old

0.00

0.00

0.00

960.00630.00

Providing & fixing aluminum angle shape, nosings (Skeleton analysis taken from 30x12x2.2mm., (1.5"x0.5"1/10" approx) fixed with 25x3 mm. an extra item sanctioned in C.(1"x1/8") flat iron hold fasts 180 mm. (7") long placed at PWD kanpur office). 150 mm. (6") apart and screwed with 1"x1/8" screwes and nuts, including supply of all materials, labour and T&P complete. Take 100ft. lenght

Page 174: UPPWD Skelton Old

CHAPTER - 15 PAINTING AND DISTEMPERING

Cost

6.00

0.00210.00150.00

Details of cost for 650sft. Painting one coat over priming coat.#VALUE!

252.00180.00

Same as in item 641 above but for every coat after 1st coat. Details of cost for 650 sft. area.#VALUE!

210.00150.00

As in item 642 above but for every coat on previously painted old wood or steel work.#VALUE!

303.33216.67

#VALUE!140.00100.00

#VALUE!420.00300.00

As in item no. 644 above but every cost after the first coat.

Painting or varnishing on iron works in small areas or new wood work with one coat or ready mixed priming painting & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should conform to the I.S.I. no. 103-1950. Details of cost for an area of 650sf.

Painting roofs or other iron work in large area with one coat of ready mixed paint priming one coat of approved paint (British ANTISOL or equivalent) including supply of all materials, labour & T&P etc. required for proper completion of the work. Paint to be used should confirm I.S.I. no. 103-1950. Cost for area of 650 sft. priming coat.

Page 175: UPPWD Skelton Old

#VALUE!322.00230.00

Same as in item no. 615 above but for every coat on previously painted old surface.#VALUE!

490.00350.00

#VALUE!186.20133.00

As in item no. 647 above but for every subsequent coat on previously treated surface. #VALUE!

140.00100.00

0.0017.5012.50

0.00

52.5037.50

As in item no. 649 above but for every coat after the first coat.0.00

28.0020.00

As in item no. 650 above but for every coat on previously old distempered surface. 0.00

Painting or varnishing with superial or other approved high grade enamel or superior synthetic clear varnish complete one coat over previously painted surface, including supply of all materials, labour nad T&P etc. required for proper completion of the work. Enamel or varnish to be used should confirm to I.S.I. no. 105/106/133-1950.

One priming coat & one coat oil distemper on new work including supply of all materials, labour and T&P etc. Required for proper

Page 176: UPPWD Skelton Old

35.0025.00

0.0033.33

As in item no. 652 above but every coat after first coat or on previously treated surface.0.00

20.00

0.0028.0020.00

As in item no. 654 above but for every coat after first coat on previously treated surface.0.00

28.0020.00

0.00105.00

75.00

0.0033.3333.33

One cost hot coaltar on new surface including supply of all materials, labour and T&P etc. required for proper completion of the

One coat solignum or other approved preservative on new wood work, including supply of all materials, labour and T&P etc.

Oiling wood work with double boiled linseed oil including supply of all materials, labour & T&P etc. required for proper completion of

Removing paint or varnish with paint remover orr caustic soda, including supply of all matrials, labour and T&P etc. required for

Wax polishing new wood work with approved ready made wax polish or approved french polish after, rubbing down with sand paper including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 177: UPPWD Skelton Old

0.0070.0050.00

0.0042.0030.00

0.0042.0030.0048.75

0.0010.50

7.5016.25

0.0028.0020.0016.25

As in item no. 658 aboe but repolishing wood work already wax or french polished with approved realy made wax polish or approved french polish including supply of all materials, labour and T&P etc. required for proper completion of the work.

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Skeleton analysis based on 1962

Same as in item no. 660 but for each coat of water proof cement paint after the first two coats to give an even shade. (Skeleton analysis based on 1962 CPWD analysis of rates item no. 97(a).

Rate approved by S.E., 6th Circle vide letter no. 2817CB/131CB-6/67, dated 15.1.1968 for two coats and three coats are Rs. 16.50

Finishing walls with one coat of water proof cement paint of approved quality on previouslly old treated surface with this paint to give and even shade including supply of all materials, labour and T&P etc. required for the proper completion of the work. (Skeleton analysis based on item no. 98 of 1962 PWD analysis of rates) Cost per %sft.

Page 178: UPPWD Skelton Old

CHAPTER - 16 WHITE AND COLOUR WASHING

Cost

6.00

White washing on coat, including supply of all materials, labour and T&P etc. required for proper completion of the work.

0.00

9.336.67

As in item no. 671 above but two coats. 0.00

14.0010.00

As in item no. 671 above but 3 coats white washing 2 coats as per item 672.

0.00

As in item 674 above but 2 coats. Rate for white washing 2 coats 672.0.00

As in item 674 above but using approved colouring materials of pink, green or yellow shades.

As in item 676 above but two coats.

As in item 676 above but colour washing with copper or iron sulphate on coat.

Colour washing one coat using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Page 179: UPPWD Skelton Old

As in item 678 above but two coats.

Cement washing, including supply of all materials, labour and T&P etc.required for proper completion of the work.0.00

11.678.33

0.00

17.5012.50

0.0028.0020.00

As in item 681 above but for each coat of distemper after the first coat.0.00

23.3316.67

One priming coat and one coat of dry distemper on new work, including supply of all materials, labour and T&P etc. required for

Page 180: UPPWD Skelton Old

CHAPTER - 17 DEMOLITION & DISMANTLING

Cost

6.00

75.00

200.00200.00

As in item 692 above but in mud mortar.100.00100.00

400.00400.00

56.67

200.00200.00

As in item 695 above but only roof concretes.150.00150.00

75.0075.00

As in item 697 above but floors to be stone flagged or tiled floor.100.00100.00

Dismantling sundried brick work including stacking of dismantled materials as directed by the Engineer-in- charge within a distance

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.) .

Dismantling jack arched or wooden beam & bargas roofs, including beams & roof concrete & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling cement concrete or brick or granolithic floors, including base concrete & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Page 181: UPPWD Skelton Old

17.00100.00100.00

As in item 699 above but double tiled roof.17.00

200.00150.00

85.0050.00

85.00150.00

16.0080.00

100.00

53.3333.33

53.3320.00

100.00

Dismantling single tiled roof, any kind, including perlin and battens & including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling corrugated iron roof walls and patiotions including purlin battens and vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Dismantling of griders, trusses & other steel work including stacking of dismantled materials as directed by the Engineer-in-charge

Dismantling doors & windows. Including chowkhats with hold fast and including stacking of materials as directed by the Engineer-in-

Dismantling doors & windows leaves, including stacking of materials as directed by the Engineer-in-charge within a distance of 60

Dismantling doors & windows. Including chowkhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Page 182: UPPWD Skelton Old

100.008.13

75.00

33.33

Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200

Racking out joints of brick work in cement or lime mortar to a depth of 1cm. (3/8") including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.)

Scarping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres

Page 183: UPPWD Skelton Old

CHAPTER - 18WELL WORK

Cost

6.00

170.00210.00200.00

0.00

170.00100.00105.00

0.00

#VALUE!0.00

400.00

As in item 714 above but from 1.5m to 3.0m. (5'-10').#VALUE!

0.00500.00

As in item 714 above but from 3m to 5m. (10'-20').#VALUE!

R.C.C. work in 1:2:4 in well curbs with cement, approved coarse sand & 2cm. (3/4") gauge well graded grit, including shuttering, placing & fixing, of reinforcement in position, but excluding cost of reinforecement & its bending but including its binding to required shape & including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire (24B.W.G.I.

Mild steel or iron work in cutting edge of well work, wrought to required shape & joined as necessary including supply of steel and its cutting, bending and welding etc. for proper completion of work as directed by Engineer-in-charge.

Mild steel or iron work in well steining, including supply of steel and its cutting, bending and welding etc. & including cost of bottle nuts required for proper completion of work as directed by Engineer-in-charge.

Sinking of well of 2.5m(8') external diametre in ordinary soil below spring level, including supply, erection & working of all plants required, as well as loading & unloading of weight bailing & unloading of weight bailing & pumping out water with machinery or

Page 184: UPPWD Skelton Old

0.00700.00

As in item 714 above but from 7m to 9m. (20'-30').#VALUE!

0.001000.00

As in item 714 above but from 9m to 12m. (30'-40').#VALUE!

0.001000.00

As in item 714 above but from 12m to 15m. (40'-50').#VALUE!

110.000.00

400.00

For the diametra (External) other than above the rates shall be calculated proportionatly to their areas.

For soils other than the average soil as indicated above an increase as given below shall be allowed according to the nature of the

Page 185: UPPWD Skelton Old

CHAPTER - 19MISCELLANEOUS

Cost

6.00

#VALUE!0.000.006.404.00

0.000.000.000.000.00

80.00

As in item 726 but with approved oxidised iron cleats.

Supply of cotton cord for clerestory window including fixing in position.0.00

0.000.00

53.330.00

0.000.00

) supplied & fixed in wall with & including cement and approved coarse sand mortar in the proportion of 1.3 and including making a hole for the same.

Supply of approved brass cleats for clerestory window cords including their fixing to Teak wood plates 10cmx10cmx1cm (4"x4"x3/8") over blocks of C.P. Teak 8cmx8cmx12cm (3"x3"x4.5") supplied and fixed in wall with & including cement & approved coarse sand mortar in proportion of 1:3 and screws etc. and including making a hole for the same.

Supply and fixing of C.P. Teak wood doors and windows cleat 10cmx7.5cmx5cm(4"x3"x2") with 5cm. (2") brass hignes including fixing & supply of screws bings & including supply of all materials, labour & T&P etc. required for proper completion of the work.

Supply and fixing of 10cm(4") internal dia. A.C. down pipes complete with rose head., bends and gratings & includings supply of necessary M.S. clamps 2.5cmx3mm(1"x1/8") fixed to walls, with & including supply of 15cm. (6") long 6mm(1/4") dia, nails & including supply of all materials, labour and T&P etc. required for proper completion of the work and also inclucing repair of plaster, pointing etc. if damaged during fixing of pipes. Details of 30' length.

Page 186: UPPWD Skelton Old

27.50120.00100.00

0.000.00

0.00

0.00

0.000.000.00

13.338.33

0.00

0.000.00

640.00200.00

32.50

Supply and fixing of C.P. Teak wood per rack (8cmx8cmx2.5cm)(3"x3"x1") over blocks of C.P. Teak 8Cmx8cmx12cm(3"x3"x4.5") with three brass pegs of approved design supplied and fixed in wall with & including cement & approved coarse sand mortar in the proportion of 1:3 and screws etc. & including making a hole for the same.

Fire bricks laid in fire clay mortar including supply of fire bricks and fire clay, labour and T&P etc. required for proper completion of

Providing & fixing at site 4cm. (1.5") C.P. Teak wood panelled partition complete with teak wood frames 10cmx8cm(4"x3") top botton and side vertical at 1.5m (5') apart including supply of all brass screws, cleats, bolts, etc. all materials, labour and T&P etc. required for proper completion of the work. Details of cost for partitions of panels 6'-8' high and 5" wide 6⅔x5=33.33 sft. materials.

Page 187: UPPWD Skelton Old

0.00

560.00150.00

21.25280.00

Teak wood frames 4"x3" take a length of 15" (As per item of straight works in wood work).

0.00

0.00

0.00

212.80160.00150.00

Deodar wood frame as above (As per item of straight work and wood work).0.00

Providing & fixing plain asbestos sheets partition with 5cmx1cm )2"x3/8") deodar or Shisham wood beading including erection & fixing complete with deodar or shisham frames 10cmx8cm(4"x3") top bottoms and sides verticals at 1.5m(5') apart & including supply of all screws, bolts, nuts and cleats etc. all materials, labour and T&P etc. required for proper completion of work.

Page 188: UPPWD Skelton Old

CHAPTER - 20ROAD WORK

Cost

6.00

Taking up a length of 220'x12'=2640sft. Kankar required 2640x3/8 = 990cft.

200.00

100.00200.00200.00

400.00

600.00800.00105.00

1155.00200.00

As in item 751 above but for consolidation by R/R including hire and fuel of the roller.As in item 751 Deduce for labour involved in consolidation (A)

0.000.00

200.00

As in item 752 above but for 12cm. (4.5") thick coat of brick ballast.As in item 752 Extra for labour for providing building materials.

50.00

As in item no. 752 above but 8cm. (3") thick coat of brick ballast.As in item 753

As in item 752 above but for 12cm. (4.5") thick stone ballast.As in item 752 Extra for labour for providing building materials in excess including.

75.00

Consolidation of kankar by hand rammers including opening out stacks, sorting kankar into three sizes repairing patch in existing road surface with kankar, picking up old surface, spreading kankar, making medhi to retain water and ramming and also including carriage of metal upto 30m (100'). Carriage of water 200m. (1 furlong) supply & maintenance of barrier, caution posts, light at night & including all T&P etc. required for proper completion of the work, kankar to be supplied to the contractor free at site.

Page 189: UPPWD Skelton Old

200.00

100.00

300.00

800.00600.00

0.000.00

200.00200.00

Water allowance to be allowed on item no. 751 to 756 between 15 Nov. to 31 May.75.00

0.00400.00300.00

Making mud tree guards 1 m (3'-4') internal diameter and 1m (3'-4') high above ground level. 120.00

75.00

Dag-belling 15cm. (6") deep in one line aligned, with flags and jhandies as directed by th Engineer-in-charge.

110.00900.00

0.00700.00500.00

As in item 752 above but for 6cm (2.3") to 8cm. (3") thick, stone ballast. Consider a length of 220 rft. Materials required =

Digging kankar including breaking, cleaning and royalty as well as the cost of boring to fined kankar strata excluding cartage and

Painting white traffic lines 8cm. (3") wide in three coats with approved road marking paint (spirit base) as directed by the Engineer-on-charge, including all materials, labour and T&P etc. required for proper completion of the work. Take an area of 100 sft. lines.

Page 190: UPPWD Skelton Old

0.000.00

(b) As in item 762(a) but with bricks laid on edge.0.000.00

110.000.000.00

1200.000.00

0.00200.00

0.00160.00100.00200.00

Dressing and throwing surplus materials includings stacking of road materials.200.00

20.00

Dressing, levelling, side berms, including filling.20.00

(a) Brick soling with straight overburnt bricks laid flat and dry including preparation of subgrade to prescribed cambre and including supply of bricks, filling joints with local earth spreading a blinding coat of 1cm. (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface & including labour & T&P etc. required for proper completion of the work.

Bricks on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour

Renewing patries 3metre (10') wide including dressing surface filling upto 8cm. (3") depth and making namunas at every 15cm. (50') apart on either side of the road true to patri template with side slopes 1:2 etc. for taking the earth to be so dug that they form a continuous side drain at road boundry. Take a length of 1 furlong.

Bricks edging on both sides of the road of first class bricks 8cm. (3") wide and 12cm. (4.5") deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the Engineer-in-charge. Take a stip of 0.5 furlong 2x330=660 rft.

Stacking of road metal to the required templete after screening at road side including dressing of side berms as required, where metal is to be stacked and including a lead upto 60 metres (200').

Page 191: UPPWD Skelton Old

50.00

Take a strip of 0.5 furlong area 330x12=3960 sft.100.00

1000.00800.00

0.00500.00200.00110.00

0.000.00

As in item 767 above but cold cmulsion in 2nd coat painting with bitumen covering on furlong.

As in item 767 above but with tar in first coat painting with

400.00

100.00

0.000.000.000.00

Bitumen painting (labour only) over W.B. surface (1st coat) excluding supply of paint & grit including maintenance of side parties and watering them during operation for proper completion of the work as directed by Engineer-in-charge and excluding roller charges and its fuel but including the wages of fire-man & tar-boiler man.

As in item 767 above but subsequent coat or painting over previously painted surface. The above labour will make an output of double the area i.e. the same labour can do the painting of 1 furlong. Hence rate for % sft. 3 00/2 = Rs. 1.50 or Rs.0.16 per metre.

As in item 767 but with Tar in 2nd coat or other subsequent coats of painting over previously painted surface. The above labour will make an output double the area i.e. the same labour can do the painting of one furlong. Hence rate for % sft. = 1.30 or Rs. 0.14 per

Scrapping old painted surface including disposal of all scraped material to a distance of 30m. (100') as desired by Engineer-in-

Laying C.C. Road slab 10cm. (4") thick consisting of 1:2:4 cement, coarse sand & approved 4cm. (1.5") gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all meterials, labour and T&P etc. required for proper completion of work, finished to required templete as directed by Engineer-in-charge but excluding cost of metal required for rectification of the subgrade. Take a slab length of 33rft. & 4' in depth. qnty. of work involved 33x1.2x1/3=132 cft.

Page 192: UPPWD Skelton Old

28.33

320.00110.00

1200.00200.00

80.00100.00100.00110.00800.00100.00

0.000.000.000.00

300.00300.00

As in item no 773 above but excluding supply of cement coarse sand & stone ballast (labour only)

0.00

0.00

82.50

600.00100.00

Blinding of water bound stone or kankar lime with local earth by spreading evently to an average depth of 1.5 cm (9/16") & filling the intersticks of the road metal. The trenches to be so dug for taking the earth that they form continuous side drain at road boundary. Take a length of one furlong 1x660x12x1/24=330 Say 300cft.

Earth work in edging of the painted of C.C. miles in a width of 0.5m. (20") on either side according to patri template including dressing ramming etc. The trenches to be so dug for taking the earth that they form a continuous side drain at road boundary.

Joint and other small cracks filling in C.C. miles after racking out the joints & removing the old Tar and other material with suitable materials as directed by Engineer-in-charge (Labour only) Total Joints at every 33' joints to be filled would be 5280/33 = 160 nos.

Page 193: UPPWD Skelton Old

3.6726.6710.00

As in item no 778 above but from 15 nov. to 31 may.

Hence consumption per mile per month = 270x12=22.50 cft. Say 25 cft.110.00400.00400.00

600.00600.00400.00100.00500.00300.00

1500.00

200.00220.00

0.00210.00

As in item 781 above but in patches labour required for the work when 25cft. of grit is concumed. 137.50400.00400.00

Consolidation of kankar in patch repair from 1st June to 14 Nov. by hand rammer including opening out stacks, picking out old surface upto 8cm (3") in a rectangular form, making 5cm. (2") wide drain around the patch upto depth of 12cm. (4.5") including carriage of kankar and water, but exclucding supply of kankar & including stacking the unserviceable materials & basi-chot next day & blinding the same as directed by the Engineer-in-charge. Take a patch of 5'x5' fresh metal to be used 5x5x1/4'=6.3 cft.

Patch repair of painted miles with tar & bitumen (labour only) including heating of paint upto required temperature, pouring it on th surface spreading th necessary qnty of grit & ramming hard with hand roller or rammer & also including cleaning with brush etc. the existing surface after sacrifying it to the W.B. surface in rectangular shape & spreading the dismantled material on the patries as directed by the Engineer-in- charge. As per CE's circular patch work is carried out upto a stage when 0.5 ton tar is used per year per mile (6/4 surface to be treated by 1.5 ton in year 3360/12=10,000 sft. Grit to be consumed 120x2.25-270 cft.

Cleaning of existing painted surface & laying premix 2cm. (3/4") thick over a tack coat with graded approved grit & bitumen (Labour Only) including heating the paint to required temp. mixing either in mixer or in hand drum including cartage of material maintenance of side patries & watering them during operation for proper completion of work as directed by the Engineer-in-charge. Take a length

Cleaning the premix surface & laying seal coat with approved 6mm (1/4") graded grit & bitumen (labour only) including heating the paint to required temperature including cartage of material & including maintenance of side patries & watering them during operation as directed by Engineer-in-charge. Take a length of 0.5 furlong. Area covered 330x12=3960 sft.

Page 194: UPPWD Skelton Old

200.00200.00400.00100.00200.00110.00

0.000.00

As in item 781 above but on water bound surface.Take a length of 1/2 furlong area 330x12=3960 sft.

1000.001000.00

600.00100.00500.00300.00

1500.00

200.00330.00

0.000.00

100.0026.6750.0050.00

As in item 785 above but with brick laid on edge.

32.00

Brick soling with straight over burnt bricks lade flat & dry (labour only) including preparation of sub grade to prescribed camber filling joints with local earth spreading blinding coat, 1cm. (3/8") depth of local earth over the entire surface & including labour & T&P etc. required for proper completion of the work. 100sft. preparation of sub grade.

Page 195: UPPWD Skelton Old

CHAPTER - 21ANNUAL REPAIRS

Cost

6.00

100.00

0.008.005.00

0.005.333.33

As in item 793 above but for roofs of small size country tiles.

0.000.000.00

150.00200.00

Maintenance of terraced roofs filling up cracks before rains with approved bituminous filler & stopping leaks during rains including supply of all materials, labour & T&P etc. required for proper completion of the work. Take an area of %o sft.

Maintenance of Allahabad or Frizoni tiled roofs including replacing of broken tiles not exceeding 2% and adjusting misplaced tiles before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper completion of

Maintenance of roofs of large size country tiles including replacing broken tiles not exceeding 5% and adjusting misplaced tiles before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper completion of

Relaying large size country tiles roofs with old and new materials including taking down tiles and bamboo, framing, renewing framing with upto 5% new materials & relaying tiles with upto 25% new tiles including supply of new Bamboos tiles, all materials labour and T&P etc. required for proper completion of the work. Take an area of 100sft.

Page 196: UPPWD Skelton Old

Dismantling-50% of item (699) as wood work is not to be dismantled.40.0050.00

100.0020.00

As in item no. 796 above but for double tiled roof. Dismantling-50% of item (700) as wood work is not to be dismantled.

0.00100.00100.00

40.00

4.002.50

40.00

2.5040.00

Taking down and relaying single Allahabad or frizoni tiled roofs after repairs to raftes & batters including mortar, labour & T&P etc. required for proper completion of the work (cost of any new wood work, iron work on new tiles required will be paid separately).

Filling eaves and ridges of Allahabad tiled roof with cememnt mortar consisting of one part of cement and 6 parts of fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Filling eaves and ridges of country tiled roof with mud including mud, labour and T&P etc. required for proper completion of the

Repair to plaster or pointing in patches including removal of old plaster, racking out joints to 1cm(3/8") depth. Watering the area and then replastering or repointing with the same mortar in proportion of mortar as the existing surface, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Repair to 2.5cm.(1") cement concrete flooring patches including digging upto 10cm (4") depth renewing 8cm. (3") base concrete consisting of the part cement, 4 parts approved fine sand of 1.25 F.M. and 8 parts of 1.5" gauge brick ballast as in C.C. floor consisting of 1 part cement 2 parts approved coarse sand & 4 parts approved stone grit including supply of all materials, labour and

Cleaning silt from road culvert upto 6 metre (20') span & in length of 18 metre (60') & throwing the earth silt to the place within road boundary including dressing leveling & ramming the same as directed by the Engineer-in-charge. Take a culvert of 10' span & 60' in width & the depth of silt 1ft. average of each work 60x10x1=600cft.

Page 197: UPPWD Skelton Old

21.25800.00

1000.00

#VALUE!100.00200.00

Sweeping coimney and throwing the refuse etc. beyond a distance of 60metre (200ft.) as directed by Engineer-in-charge .

33.33

0.00

0.00

25.000.00

Taking down punkhas (Labour only)20.00

Hanging punkha (Labour only) 33.33

Cleaning of well and throwing the silt to the place as directed by Engineer-in-charge including dressing leveling and ramming the

Blinding panes of glass including supply of all materials, labour and T&P etc. required for proper completion of the work. Take an

Renewing panes of glass including supply of glass 64kg (21oz) with putty & brad including supply of all materials labour & T&P etc.

Cleaning doors and windows with ordinary oil and water including supply of all materials, labour and T&P etc. required for proper

Page 198: UPPWD Skelton Old

Easing doors and windows 17.78

Renewing door cleats including supply of all materials labour and T&P etc. required for proper completion of the work.

0.00

Glazer can fix 30 glasses of 1'x1'. Hence for 1sft.1/30 Glazer is required.4.00

As in item no. 812 above but with wooden beading. Carpenter can fix 25 Glasses of 1'x1'. Hence for 1sft. 1/25 carpenter is required.

6.40

Glazer can clean 60 glasses of 1'x1'. Hence for 1sft.1/60 Glazer is required.2.00

6.67

20.0012.50

35000.00

Fixing panes of glass with and including putty and brads and including supply of all materials, labour and T&P etc. required for

Cleaning panes of glass with sorit and or caustic soda including supply of all materials labour and T&P etc. required for proper

Labour for fixing door bolts on hinges or tower bolts or hasp and stopels or handles etc. to doors and windows. Carpenter can fix 24 such type or doors or windows fiting in a day. Hence for one fiting 1/24 carpenter is required.

Opening and refixing 10cm (4") rain water down pipes after cleaning including supply of all materials, labour and T&P etc. required

Painting letters upto 25cm. (1") size including supply of all materials labour and T&P etc. required for proper completion of the work. One painter can write 250 letter in a day, hence cost per letter comes.

Page 199: UPPWD Skelton Old

Take different type of furniture in working out the average rate.

0.000.00

As in item 817 above but size above 2.5 cm. (1") but upto 8cm. (3"), one painter can write 125 letters in a day hence cost per letter

As in item 817 above but size above 8 cm. (3") but upto 15cm. (6"), one painter can write 100 letters in a day hence cost per letter

Repainting letters upto 2.5cm. (1") size including supply of all materials labour and T&P etc. required for proper completion of the work. One painter will re-write 500 letter in a day, hence cost per letter comes at Rs. 5.00 per day.

As in item 820 above but size above 2.5 cm. (1") but upto 8cm. (3"), one painter will re-write 250 letters in a day hence cost per

As in item 820 above but size above 8 cm. (3") but upto 15cm. (6"), one painter will re-write 150 letters in a day hence cost per letter

Varnishing or polishing furniture with high grade varnish or polish after sand papering, including supply of all materials labour and

Repainting road direction posts (including) lettering with super varnish or valspar or enamel paint, including supply of all materials labour and T&P etc. required for proper completion of the work.

Page 200: UPPWD Skelton Old

As in item 825 above but when plates are enamelled

0.000.00

0.00

0.000.00

As in item 827 above but for furlong stones of I.R.C., standard design as prescribed for national highway.0.000.00

0.00

0.00

Repainting of road caution Boards or village name plates, including lettering with super varnish or valspar or enamel painting including supply of all materials labour and T&P etc. required for proper completion of the work.

Repainting and relettering of furlong stones of P.W.D. standard design with approved enamel paint of superior quality, including supply of all materials labour and T&P etc. required for proper completion of the work.

Repainting and relettering of milestones of P.W.D. standard design with approved enamel paint of superior quality, including supply of all materials labour and T&P etc. required for proper completion of the work.

Repainting and relettering number plates on ends of parapets of culverts in letters from 2.5cm. To 8cm. (1" to 3") with super varnish or valspar, or enamel paint, including supply of all materials labour and T&P etc. required for proper completion of the work.

As in item 828 above but for large size miles stones of I.R.C., standard design as specified for every fifth mile stone of national