UPPWD Skelton Old - baixardoc

MATERIALSNote :-

Sl.

No.

Materials Rate

1 2 4

1a) Bricks (Ist class) per % 2.70b) Bricks (Iind class or straight over burnt) per % 2.60c) Bricks (III class per % c) Bricks (IId) Bricks (sundried) per % d) Bricks (s

2a) 5.00 cm gauge per cu. m. a) 5.00 cmb) 4.00 cm. gauge per cu. m. 19.82c) . 2.50 cm. gauge per cu. m. 21.23

3a) 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.

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

5 Bottle nuts 13mm.to 22 mm.dia.15cm.long each Bottle nuts6 Beeswax per kg. Beeswax7 Bamboos Bamboos

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

8 Bailies Sal Bailies Sala) 8 cm. (Mean) dia. per % run.m. a) 8 cm. (Mb) 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 cme) 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 sod13 Cinder per cu. m. Cinder14 Cotton (string) per kg. Cotton (string15 a) Distemper (oil) in paste of best quality per 50 kg tin a) Distempe

b) Dry Distemper ordinary of best quality per 1.5 kg packet b) Dry Dist16 Glass ordinary Glass ordin

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

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

thickness for ceilingper sq. m. i) Fibre-gla

ii) - do 40 mm. per sq. m. ii) - do iii)- do 50 mm. per sq. m. iii)- do

CHAPTER-1

The rates except fot Item 2, 3, 38 & 39 are exclusive of Contractor's profits 5% Contractor's Profit may be given

supply through some agency otherthen a direct supplier. The rates include Octori, Royalty and sales tax etc. and

Km. (5 miles).

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

Unit

3

Brick

Ballast (1st class or over burnt Brick Ballast.

Ballast (Hard stone graded)

Bolts and nuts, etc.

iv)- do 65 mm. per sq. m. iv)- do v)- do 75 mm. per sq. m. v)- do vi) Fibre-glass (density 32 kg/m2) of 25mm.

thickness for wallsper sq. m. vi) Fibre-gla

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

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 wb) Lead red powder (sindoor) per kg. b) Lead red

20 a) M S Flat angles Tand like wise.. per quin. a) M S Flatb) M.S. Rounds up to 12 mm dia per quin. b) M.S. Rouc) M.S. Romnds above 12 mm. dia per quin. c) M.S. Romd) R. S. Joits per quin. d) R. S. Joite) G. I. Barbed wire per quin. e) G. I. Barf) Sheet Galvanized plain 20 B. W. G per quin. f) Sheet Gag) Sheet Galvanized Corrugated 24 B. W. G.

plainper quin. g) Sheet Ga

h) Sheet black iron plain per quin. h) Sheet blai) upto 8 mm. dia. per quin. i) upto 8 m i) upto 8 mm. dia. per quin. i) upto 8 ii) above 8 mm. and upto 14 mm per quin. ii) above 8 iii) above 13 mm. and upto 50 mm per quin. iii) above 13 j) Galvanized iron wire gauge per sq. m. j) Galvanizk) Expanded metal 2.00 cm. mesh 1.6/17

gauge Marble chips 3 mm. size.per sq. m. k) Expanded

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

22 Marble dust per quin. Marble dus23 Masonite sheet 3 mm. thick per sq. m. Masonite s24 Nails (country) per kg. Nails (country25 Nails (wire) per kg. Nails (wire)26 a) Oil (linseed double boiled) per liter a) Oil (linsee

b) Oil (Turpentine) per liter b) Oil (Turpe27 Paints (of superior quality ) Paints (of s

a) Paint (Anti corrosive Bituminous). per liter (in 20 lit. drum a) Paint (Antib) Paint Black Japan per liter (in 20 lit. drum b) Paint Blacc) Superior ready mixed, paints for wood

or steel (All colours)per liter (in 20 lit. drum c) Superior

d) Ordinary quality ready mixed paint per liter (in 20 lit. drum d) Ordinarye) Paint Ready mixed (Enamel) for floors. per liter (in one lit. drum e) Paint Reaf) Dry colours for cement floors. f) Dry colour i) Dark green oxide per 20 kg bag. i) Dark gr ii) Deep black oxide per 20 kg bag. ii) Deep blac iii)Blue oxide per 20 kg bag. iii)Blue ox iv)Chocolate exide per 20 kg bag. iv)Chocolag) i) Red oxide primer surfacer for steel per liter (in 20 lit. drum g) i) Red ox ii) Red lead paint ready mixed for roofs. per liter (in 20 lit. drum ii) Red leah) Paint enamel (synthetic) per liter (in 20 lit. drum h) Paint enami) Paint (aluminium) per liter (in 20 lit. drum i) Paint (aluj) i) Paint primer for wood per liter (in 20 lit. drum j) i) Paint pr ii) Paint primer for metal per liter (in 20 lit. drum ii) Paint prk) Road marking paint (spirit base) per liter (in 20 lit. drum k) Road marl) i) Cement primer per liter (in 20 lit. drum l) i) Cemen ii) Water proof cement paint per kg. (in 50kg. drum ii) Water m) Varnishes m) Varnishe i) Clear synthetic. per liter (in 20 lit. drum i) Clear sy

ii) Copal per liter (in 20 lit. drum ii) Copal iii) Ordinary per liter (in 20 lit. drum iii) Ordinar

28 Water proofing compound per kg. Water proo29 Polish (Mansion or wax) per kg. Polish (Man

30 a) Pipe (A.C. Rain water) 8 cm.internal dia. of

6' length eacheach a) Pipe (A.C

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

each

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

Plaineach a) Pipe (A.

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

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

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

32 a) SheetsfAsbestos corrugated)grey 6 mm.

thickper sq. m. a) SheetsfA

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

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

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

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

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

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 (M

b) Stone (Mirzapur) upto 5 cm. thick flag .. per sq. m. b) Stone (M42 Whiting? per 50 kg. Whiting? 43 a) Washer (limpet) per doz. a) Washer

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

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

45 a) Wood Chaukhat sections (CP Teak) per cu. m. a) Wood Chb) Wood Chaukhat sections (Shisham) per cu. m. b) Wood Chc) Wood Chaukhat sections (Indian sal) per cu. m. c) Wood Chd) Wood Chaukhat sections (Deodar) per cu. m. d) Wood Che) Wood Chaukhat sections (Kail) per cu. m. e) Wood Chf) Wood Chaukhat sections (Country) per cu. m. f) Wood Chg) Wood Chaukhat sections (Chir) per cu. m. g) Wood Ch

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

b) Wood Planks (Shisham) per cu. m. b) Wood Planc) Wood Planks (Indian-sal) per cu. m. c) Wood Pland) Wood Planks (Deodar) per cu. m. d) Wood Plane) Wood Planks (Kail) per cu. m. e) Wood Planf) Wood Planks (Country) per cu. m. f) Wood Plang) Wood Planks (Chir wood) … per cu. m. g) Wood Planks (Chir wood) …

LabourSl.

No.

Materials

1 2

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

210Mote or charsa including two bullocks, one

driver and one pullerper day Mote or cha

211 Sawyer per pair per day Sawyer per

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

Cartage

Sl. Description of Item of Work

No.

1 2

231

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

4.00

2nd & 3rd km. As per statement 2.23 cost per cu. Metre 2.23

4.00

4th & 5th km. As per statement 1.70 cost per cu. Metre 1.70

4.00

6th to 10th km. As per statement 1.24 cost per cu. Metre 1.24

4.00


3

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

CHAPTER-2

CHAPTER-3

Analysis

Unit

3

4.00


4.00

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

4.00

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 11.65

7.00

Say

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

7.00

Say

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

7.00

Say

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

7.00

Say


7.00

Say


7.00

Say

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

7.00

Say

(b) For Kachcha Roads :— Add 33 1/3% on the above rates233

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

5.00

Say

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

5.00

Say


5.00

Say

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

5.00

Say


5.00

Say


5.00

Say

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

5.00

Say

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

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

1962.

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

(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 Ton

trip.

234 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.

235 Loading and unloading of material like Ballast,

kankar. coal or grit. etc. excluding their

stacking

Total

Total

(b) For brick 1000 nos.

236 (a) Unloading of cement. Tar, or Bitumen

drums, lighter ;teel sections and other such

materials from wagons and stac king the

same on platform.

Total

(b) As in item 236 above but for heavy

articles like joists etc. machineries and

unwieldy structures.

Total

(Taking wagon capacity 22 tons)

(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

Total

(including necessary collars for which nothing

extra will be paid).

Hence rate 424x080

2240

(d) As in item No. 236 (c) above but for Hume

pipes of 50 cm. to 95 cm.dia.

Total

Hence rate

237 (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

Total

Say Rs.

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.

Contractor's profit 10%

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

cu.metre per 30 metre

Five Beldars will suffice for this job for one day per

Wagon, Beldars 5 nos. at Rs. 3.25 per day

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


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

Reduce the above rate by 15 percent

Contractors profit 10%

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


Rate per ton 28.60/22...Rs. 1.30 per ton

Weight of 30 cm. dia. H. P. In a length of 8...51x8

Collar weight average half 32/2

Weight o'r 77 cm. dia. hume pipe in a length of 2.5 m. =

182x8=1,456 lbs

Collar weight average half 134/2=67

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

Contractor's profit at10%

(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.

Total

Say

(c) As in item 237 above but when the

materials are either cement/steel.

238 (a) Loading of cement. Tar, Bitumen drums.

Lighter sections of steel and other such

materials into wagons.

Contractor's profit @ 10%

Total

(b) As in item 238 (a) above but for heavy

articles like joists ect. Machineries and

unwieldy structures.

Contractor's profit @ 10 %

Total

Rate per ton

239 (a) Cartage of heavy articles like joists etc.

machineries and unwieldy structure including

loading, unloading but excluding stacking. (0

to 8 km. by thela)


Total

Average rate per km.

Reduce the rate of item

(b) As in item No. 239 (a) above but when the

distance exceeds 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.

1st km. 11.65

16.00

2nd & 3rd km. 2.23

16.00

4th & 5th km. 1.70

16.00

6th to 10th km. 1.24

16.00

11th & 20th km. 0.83

16.00

Dressing, levelling, ramming side berms including,

filling. Coolie 1 /5 no. at. Rs. 2.50 per day

Stacking Beldar

Contractors profit @ 10 % including T & P.

One truck will carry 16 hume pipes per trip.

Hence all rates as per schedule item No.

3 Beldars will take one hour in stacking 1 Ton 3/8 no. at

Rs. 3.25 per day

Contractor's profit @ 10 %

4 Beldars will suffice Rs. 3.25 per day

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

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

239 (a) by 50 per cent for subsequent Kilo metre

beyond 8 km.

21th & 30th km. 0.67

16.00

Beyond 30th km. 0.65

16.00

(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.

1st km. 11.65

5.00

2nd & 3rd km. 2.23

5.00

4th & 5th km. 1.70

5.00

6th to 10th km. 1.24

5.00

11th & 20th km. 0.83

5.00

21th & 30th km. 0.67

5.00

One truck will carry 5 hume pipe per 7 tonner truck per

trip. As per statement.

Sl.

No.

Item of Work Rate

1 2 5.00

251

Mistri per day 1/8 no. 170.00

Beldars per day 6 no. 100.00

Coolie per day 7 no. 170.00

Blacksmith for sharpening Tools, etc per day 1/8 no. 170.00

T & P and Basket etc. L.S.

Contractor's profit @ 10%Rate per 1000 Cuft Total

Rate per 100 Cum

252

Mistri per day 1/8 no. 170.00

Beldars per day 8 no. 100.00


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

T & P and Basket etc. L.S.


Rate per 100 Cum

253

Mate per day 1/10 no. 110.00

Beldar per day 2 no. 100.00


Blacksmith per day 1/8 no. 170.00

Dressing Beldar per day 1/8 no. 100.00

T & P, L S.



Rate per 100 Cum

554

Coolies per day 2 no. 100.00

T & P L.S.


Rate per 100 Cum

255

Local sand per % cft. 1000 cft.

Beldar per day 3 no. 100.00


Excavation in foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30

including filling, watering and ramming of excavated earth into the trenches or into the space between the building and

foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-

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 &

pickaxes, subbals etc.

Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ m

depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required

slopes and also including 1.5 metre (5 ft) lifts and 30 m. (100") lead. The earth from cutting to be used in making em

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

part of 1.5 m. (5 ft).

CHAPTER-4

Unit Qnty

3 4

Earth Work and Excavation

Sand filling in plinth including supply of necessary quan¬tity of sand from a distance not exceeding 8 km. (5 miles) fr

work and includhg watering, dressing etc. Rate to include cost of all materials. labour and T & P etc. required for pr

completion of the work.

UPPWD Skelton Old - baixardoc

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