CHAPTER-1 MATERIALS
Note :- The rates except fot Item 2, 3, 38 & 39 are exclusive of Contractor's profits 5% Contractor's Profit may be given while takin supply through some agency otherthen a direct supplier. The rates include Octori, Royalty and sales tax etc. and cartage up Km. (5 miles). Sl. No. 1 1
2
3
4
5 6 7
8
9 10 11 12 13 14 15 16
17
Materials
Unit 3
Rate
2 Brick a) Bricks (Ist class) b) Bricks (Iind class or straight over burnt) c) Bricks (III class d) Bricks (sundried)
per per per per
% % % %
Ballast (1st class or over burnt Brick Ballast. a) 5.00 cm gauge b) 4.00 cm. gauge c) . 2.50 cm. gauge
per per per
cu. cu. cu.
m. m. m.
a) 5.00 cm gauge 19.82 21.23
Ballast (Hard stone graded) a) 1.00 cm.to 1.3 cm. gauge… b) 2.00 cm. gauge. c) 4.00 cm. gauge. d) 5.00 cm: gauge.
per per per per
cu. cu. cu. cu.
m. m. m. m.
35.38 37.88 43.13
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
per per per
kg. kg. kg.
a) upto 6 mm. dia. b) above 6 mm. and u c) above 13 mm. and
per
each kg.
per per
% %
run.m. run.m.
per per per per per
% % % % %
run.m. run.m. run.m. run.m. run.m.
Bottle nuts 13mm.to 2 Beeswax Bamboos a) 2.5 cm. upto 4 cm. b) above 4 cm. and up Bailies Sal a) 8 cm. (Mean) dia. b) 10 cm. c) 12.5 cm. d) 15.00 cm. e) 20.00 cm.
per per per per per per per per
50 50 liter kg. cu. kg. 50 1.5
kg bag. kg bag.
kg packet
per per per
sq. sq. sq.
m. m. m.
Bottle nuts 13mm.to 22 mm.dia.15cm.long Beeswax Bamboos a) 2.5 cm. upto 4 cm. dia b) above 4 cm. and upto 8 cm. dia Bailies Sal a) 8 cm. (Mean) dia. b) 10 cm. c) 12.5 cm. d) 15.00 cm. e) 20.00 cm. Cement Portland (Ordinary) Cement (White) Coal Tar Cusstic soda Cinder Cotton (string) a) Distemper (oil) in paste of best quality b) Dry Distemper ordinary of best quality Glass ordinary a) 21 oz. b) 18oz. c) 16 oz.
4 2.70 2.60 c) Bricks (III class d) Bricks (sundried)
m. kg tin
Insulating Materials (a) Fibrs glass Resin.bonded slabs and rolls in standard slab and rolls sizes.) i) Fibre-glass (density 24 kg/m2) of 25 mm. per sq. m. thickness for ceiling ii) - do 40 mm. per sq. m. iii)- do 50 mm. per sq. m.
225.00 575.00 Coal Tar Cusstic soda Cinder Cotton (string) a) Distemper (oil) in p b) Dry Distemper ord Glass ordinary a) 21 oz. b) 18oz. c) 16 oz.
i) Fibre-glass (densit ii) - do iii)- do
18 19
20
21
22 23 24 25 26 27
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) Lime white (unsulaked) b) Lime kankar of besT quality a) Lead white best qualiry (safeda) b) Lead red powder (sindoor)
per per
sq. sq.
m. m.
iv)- do v)- do
per
sq.
m.
vi) Fibre-glass (densi
per per per per per per per per per
sq. sq. sq. sq. cu. quin. cu. kg. kg.
m. m. m. m. m.
vii)- do viii)-do ix)- do x)- do (b) Thermocole insula 550.00 110.99 a) Lead white best q b) Lead red powder
a) M S Flat angles Tand like wise.. b) M.S. Rounds up to 12 mm dia c) M.S. Romnds above 12 mm. dia d) R. S. Joits e) G. I. Barbed wire f) Sheet Galvanized plain 20 B. W. G g) Sheet Galvanized Corrugated 24 B. W. G. plain h) Sheet black iron plain i) upto 8 mm. dia. i) upto 8 mm. dia. ii) above 8 mm. and upto 14 mm iii) above 13 mm. and upto 50 mm j) Galvanized iron wire gauge k) Expanded metal 2.00 cm. mesh 1.6/17 gauge Marble chips 3 mm. size. Marble chips 3mm. size. a) white b) Black Marble dust Masonite sheet 3 mm. thick Nails (country) Nails (wire) a) Oil (linseed double boiled) b) Oil (Turpentine) Paints (of superior quality ) a) Paint (Anti corrosive Bituminous). b) Paint Black Japan c) Superior ready mixed, paints for wood or steel (All colours) d) Ordinary quality ready mixed paint e) 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 metal k) Road marking paint (spirit base) l) i) Cement primer ii) Water proof cement paint m) Varnishes i) Clear synthetic.
per per per per per per
quin. quin. quin. quin. quin. quin.
a) b) c) d) e) f)
per
quin.
g) Sheet Galvanized
per per per per per per
quin. quin. quin. quin. quin. sq.
m.
h) Sheet black iron pl i) upto 8 mm. dia. i) upto 8 mm. dia. ii) above 8 mm. an iii) above 13 mm. a j) Galvanized iron wir
per
sq.
m.
k) Expanded metal 2.0
per per per per per per per per
quin. quin. quin. sq. kg. kg. liter liter
per per
liter liter
(in 20 lit. (in 20 lit.
drum drum
Marble chips 3mm. siz a) white b) Black Marble dust Masonite sheet 3 mm Nails (country) Nails (wire) a) Oil (linseed double b) Oil (Turpentine) Paints (of superior qu a) Paint (Anti corrosiv b) Paint Black Japan
per
liter
(in 20 lit.
drum
c) Superior ready mixe
per per
liter liter
(in 20 lit. (in one lit.
drum drum
per per per per per per per per per per per per per
20 20 20 20 liter liter liter liter liter liter liter liter kg.
kg bag. kg bag. kg bag. kg bag. (in 20 lit. (in 20 lit. (in 20 lit. (in 20 lit. (in 20 lit. (in 20 lit. (in 20 lit. (in 20 lit. (in 50kg.
drum drum drum drum drum drum drum drum drum
per
liter
(in 20 lit.
drum
d) Ordinary quality rea e) Paint Ready mixed f) Dry colours for cem i) Dark green oxide ii) Deep black oxide iii)Blue oxide iv)Chocolate exide g) i) Red oxide prime ii) Red lead paint re h) Paint enamel (synth i) Paint (aluminium) j) i) Paint primer for w ii) Paint primer for m k) Road marking pain l) i) Cement primer ii) Water proof ceme m) Varnishes i) Clear synthetic.
m.
m.
M S Flat angles Ta M.S. Rounds up to M.S. Romnds abov R. S. Joits G. I. Barbed wire Sheet Galvanized
28 29 30
31
ii) Copal iii) Ordinary Water proofing compound Polish (Mansion or wax) a) Pipe (A.C. Rain water) 8 cm.internal dia. of 6' length each b) do 10 cm dia c) do 15 cm dia
per per per per
a) Pipe (A. C. Bend and shoes) 8 cm. dia. Plain b) do 10 cm. dia c) do 15 cm. dia d) Pipe(A. C. Bend with access door)8 cm. dia e) do 10 cm. dia f) do 15 cm. dia
32
a) SheetsfAsbestos corrugated)grey 6 mm. thick b) do (Asbestos plain) grey do c) do(A. C. Ridges) d) (Gutters)
liter liter kg. kg.
(in 20 lit. (in 20 lit.
drum drum
ii) Copal iii) Ordinary Water proofing compo Polish (Mansion or wa
each
a) Pipe (A.C. Rain wa
each each each
b) c)
each
a) Pipe (A. C. Bend an
each each
b) c)
each
d) Pipe(A. C. Bend wi
each each
e) f)
do do
do do
do do
per
sq.
m.
a) SheetsfAsbestos co
per per
sq. pair each
m.
b) do (Asbestos plain) c) do(A. C. Ridges) d) (Gutters)
a) Pipe Rain water (Cast iron) 5 cm. dia. b) do 10 cm. dia a) 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
per per
run. run. each each each each each each each each
m. m.
a) Pipe Rain water (C b) do a) Pipe Rain water(C. b) do c) Pipe Rain water(C. d) do do e) Pipe Rain water (C f) do do g) Pipe Rain water(C. h) do do '
35
a) Rope (Moonj) b) do (Hemp) c) do (Cotton) d) do (G. I. Wire) 7 ply 2.5 cm. dia.
per per per per
kg. kg. kg. m.
36 37
Rivets Sheet(celotex or equivalent) 13 mm. thick
per per
50 sq.
kg. m.
Rivets Sheet(celotex or equiv
38 39 40 41
Sand (coarse) approved Fine sand of fineness modulus 1.25 Surkhi a) Stone (Mirzapur) undressed b) Stone (Mirzapur) upto 5 cm. thick flag .. Whiting? a) Washer (limpet) b) Washer (Bitumen) c) Washer (G. 1.) Wood preservative
per per per per per per per per per per
cu. cu. cu. cu. sq. 50 doz. doz. doz. liter
m. m. m. m. m. kg.
(in 20 lit.
19.11 12.74 9.91 a) Stone (Mirzapur) un b) Stone (Mirzapur) up 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) f) Wood Chaukhat sections (Country) g) Wood Chaukhat sections (Chir) a) Wood Planks (C.P.Teak)
per per per per per per per per
cu. cu. cu. cu. cu. cu. cu. cu.
m. m. m. m. m. m. m. m.
33 34
42 43
44 45
46
a) Rope (Moonj) b) do (Hemp) c) do (Cotton) d) do (G. I. Wire) 7 p
tin
a) Wood Chaukhat se b) Wood Chaukhat se c) Wood Chaukhat se d) Wood Chaukhat se e) Wood Chaukhat se f) Wood Chaukhat sec g) Wood Chaukhat se a) Wood Planks (C.P.
b) Wood Planks (Shisham) c) Wood Planks (Indian-sal) d) Wood Planks (Deodar) e) Wood Planks (Kail) f) Wood Planks (Country) g) Wood Planks (Chir wood)
…
per per per per per per
cu. cu. cu. cu. cu. cu.
m. m. m. m. m. m.
b) Wood Planks (Shis c) Wood Planks (India d) Wood Planks (Deo e) Wood Planks (Kail) f) Wood Planks (Cou g) Wood Planks (Chir
CHAPTER-2 Labour Sl. No. 1
Materials
Rate
Unit 3
2
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
Mote or charsa including two bullocks, one driver and one puller
per
day
Mote or charsa includ
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-3 Cartage 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. As per statement 11.65 cost per cu. Metre 1st km. 2nd & 3rd km.
As per statement 2.23 cost per cu. Metre
4th & 5th km.
As per statement 1.70 cost per cu. Metre
6th to 10th km.
As per statement 1.24 cost per cu. Metre
11th & 20th km.
As per statement 0.83 cost per cu. Metre
11.65 4.00 2.23 4.00 1.70 4.00 1.24 4.00 0.83
4.00 0.67 4.00 As per statement 0.65 cost per cu. Metre 0.65 Beyond 30th km. 4.00 (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. Ja 1962. 21th & 30th km.
(c) For Bricks 1000 Nos.
As per statement 0.67 cost per cu. Metre
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
2nd & 3rd km.
As per statement 2.23 cost per cu. Ton
4th & 5th km.
As per statement 1.70 cost per cu. Ton
6th to 10th km.
As per statement 1.24 cost per cu. Ton
11th & 20th km.
As per statement 0.83 cost per cu. Ton
21th & 30th km.
As per statement 0.67 cost per cu. Ton
Beyond 30th km.
As per statement 0.65 cost per cu. Ton
11.65 7.00 Say 2.23 7.00 Say 1.70 7.00 Say 1.24 7.00 Say 0.83 7.00 Say 0.67 7.00 Say 0.65 7.00 Say
(b) For Kachcha Roads :— Add 33 1/3% on the above rates 233 (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 Truc trip. 1st km.
As per statement 11.65 cost per ton
2nd & 3rd km.
As per statement 2.23 cost per cu. Ton
4th & 5th km.
As per statement 1.70 cost per cu. Ton
6th to 10th km.
As per statement 1.24 cost per cu. Ton
11th & 20th km.
As per statement 0.83 cost per cu. Ton
21th & 30th km.
As per statement 0.67 cost per cu. Ton
Beyond 30th km.
As per statement 0.65 cost per cu. Ton
(b) For Kachcha Roads
Add 33 1/3% on the above rates.
11.65 5.00 Say 2.23 5.00 Say 1.70 5.00 Say 1.24 5.00 Say 0.83 5.00 Say 0.67 5.00 Say 0.65 5.00 Say
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.
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 235 Loading and unloading of material like Ballast, Loading :-Four Beldars will take one hour in loading kankar. coal or grit. etc. excluding their 100 cft. of material. Beldars 4/8 nos, at Rs.3.25 per day Unloading :- 4 Beldars will take one hour in unloading stacking Beldar 4/8 on at Rs. 3.25 per day Total Contractor's profit 10% Total Rs. 127 per cu. metre. Say Rs. 1.25 per cu. Metre Reduce the above rate by 15 percent (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.
Five Beldars will suffice for this job for one day per Wagon, Beldars 5 nos. at Rs. 3.25 per day Contractors profit 10% Total Rs. 18.00 per wagon. (Taking wagon capacity 22 tons) Rate per ton
(b) As in item 236 above but for heavy articles like joists etc. machineries and Eight Beldar will suffice for this job at Rs. 3.25 per day unwieldy structures. Contractor's profit 10% 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
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 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 Weight o'r 77 cm. dia. hume pipe in a length of 2.5 m. = 182x8=1,456 lbs pipes of 50 cm. to 95 cm.dia. Collar weight average half 134/2=67 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
Beldar 1/4 no. at Rs. 3.25 per day Contractor's profit at10% Total Say Rs.
(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 Stacking Beldar Contractors profit @ 10 % including T & P. Total Say
(c) As in item 237 above but when the 3 Beldars will take one hour in stacking 1 Ton 3/8 no. at Rs. 3.25 per day materials are either cement/steel. Contractor's profit @ 10 % 238 (a) Loading of cement. Tar, Bitumen drums. 4 Beldars will suffice Rs. 3.25 per day 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.
12 Beldars will suffice for this job at Rs. 3.25 per day
Contractor's profit @ 10 % Total Rate per ton 239
(a) Cartage of heavy articles like joists etc. One Buffalow thela with driver etc, will carry one ton machineries and unwieldy structure including and will take 4 hours for covering a distance of average loading, unloading but excluding stacking. (0 8 km. no. at Rs. 25.00 per day to 8 km. by thela) Contractor's profit 10% 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.
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.
One truck will carry 16 hume pipes per trip. Hence all rates as per schedule item No.
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
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 One truck will carry 5 hume pipe per 7 tonner truck per trip. As per statement. 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
CHAPTER-4 Earth Work and Excavation Sl. No. 1 251
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Excavation in foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m. (100 including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sid foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge u distance of 30 M. (100 fts) from the foundation trenches. Mistri Beldars Coolie Blacksmith for sharpening Tools, etc T & P and Basket etc. L.S. Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum
per per per per
day day day day
1/8
6 7 1/8
no. no. no. no.
170.00 100.00 170.00 170.00
Total
252
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. 1/8 Mistri per day no. 170.00 Beldars per day 8 no. 100.00 Coolie per day 7 no. 100.00 1/6 Blacksmith for sharpening Tools, etc per day no. 170.00 T & P and Basket etc. L.S. Contractor's profit @ 10% Rate per 1000 Cuft Total Rate per 100 Cum
253
Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ metre (20") depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels an 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 be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge. Mate Beldar Coolie Blacksmith Dressing Beldar T & P, L S. Coolie Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum
554
255
per per per per per
day day day day day
1/10
1/8 1/8
no. no. no. no. no.
110.00 100.00 100.00 170.00 100.00
per
day
6
no.
100.00
2 3
Total
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 o part of 1.5 m. (5 ft).
Coolies per day 2 no. 100.00 T & P L.S. Contractor's profit @ 10% Rate per 1000 Cuft Total Rate per 100 Cum Sand filling in plinth including supply of necessary quan¬tity of sand from a distance not exceeding 8 km. (5 miles) from the sit 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. Local sand 1000 per % cft. cft. Beldar per day 3 no. 100.00 Coolie per day 5 no. 100.00
Bhisti T & P etc LS Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum 256
258
day
3/4
no.
130.00
Total
Same as in item i no. 251 above but excavation in Skeleton analysis based on hill soil mixed with gravel and boulder. Sched of rate s P.W.D.sl. no. 157 Mistri Beldar Coolie Blacksmith for sharpening Tools, etc. T & Pand Basket etc. L. S. Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum
257
per
per per per per
day day day day
1/8 10 7 1/4
no. no. no. no.
170.00 100.00 100.00 170.00
Total
As in item 251 above but excavation in black cotton soil in Bundelkhand area requiring use of special tools and plants such as axes and sabbal etc. For 1000 cft. Mistri Beldar Coolie Blacksmith for sharpening Tools etc. T & P and Basket etc. L S. Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum Extra rate for quantities of work executed under (a) In or under water and or liquid mud. (b) In or under foul position.
per per per per
day day day day
1/8 8 6 1/6
no. no. no. no.
170.00 100.00 100.00 170.00
Total
per
%o
cft.
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
Clearing jungla including uprooting of rank vegetati¬ons grass,bush,wood trees and saplings of girth upto 30 cm. measured height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cle Analysis of rates on the basis of item 41 of CPWD analysis of 1S55 schedule). Take 1000 cft. Beldar Coolie T & P and Basket etc. L. S Contractor's profit @ 10% Rate per 1000 Cuft Rate per 100 Cum
per per
day day
1 0.5
no. no.
100.00 100.00
Total
CHAPTER-5 Concrete Sl. No. 1 271
Item of Work
Unit
Qnty
3 2 Concrete with 4 cm. (1.5") gauge brick ballast and kankar lime, in foundations and labour and T&P etc. required for proper completion of the work. Materials 100 Brick Ballast per % cft. 33 Kankar Lime per % cft. Labour 1/8 Mistri per day 1/3 Mason per day Beldar per day 3 Coolie per day 3 Bhisiti per day 0.5 1/8 Blacksmith per day T&P and Sundries L. S.
Rate
4 5.00 under floors, including supply of all mate
cft. cft.
19.82 110.99
no. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00 170.00 Total
1. Materials 2. Labour Total 1.50 % water charges Add contractor's profit @ 10% except on cost of Brick Ballast i.e. on Rs. Rate per 100 Cft Rate per Cum 272
Total
Concrete with 4 cm. (1.5") gauge brick ballast, white lime and surkhi in foundations and under floors in the proportions of 100 32, including supply of all materials. labour and T&P etc. required for proper completion of the work (unslacked lime broug powder at site to be used). Materials Brick Ballast White Lime Surkhi Labour Mistri Mason Beldar Coolie Bhisiti Blacksmith T&P and Sundries L. S.
per per per
% % %
per per per per per per
day day day day day day
cft. cft. cft.
100 15 30
cft. cft. cft.
19.82 550.00 9.91
1/8 1/3 3 3 0.5 1/8
no. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00 170.00 Total
1. Materials 2. Labour Total 1 .5% water charges Add contractor's profit @ 10% except on cost of Brick Ballast i.e. on Rs. 74.50 Rate per 100 Cft Rate per Cum 273
Total
Concrete with 4 cm. (1.5") gauge brick ballast, Fine local sand of 1.25 Fineness modulous and cement in proportion of 12:6 foundations and under floors, including supply of all materials, labour and T & P etc. required for proper completion of the work
Materials Brick Ballast Fine Sand of 1.25 (F.M.)
per per
% %
cft. cft.
100 48
cft. cft.
19.82 12.74
Cement
per
50
kg.bag.
6.4
bag.
225.00 Total
Add 2.5% wastage on cement and sand i.e.on Rs. 81.60 Total Labour Mistri Mason Beldar Coolie Bhisiti Blacksmith T&P and Sundries etc, hire of C.C. Mixer, Lubricants e.c. including wastage of materials at 2.5% L.S.
per per per per per per
day day day day day day
1/8 1/3 3 3 1 1/8
no. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00 170.00
Total 1- Materials 2.Labour Total 1.5% water charges Add contractor profit 10% on Rs. 36.00 except on cost of cement brick ballast and sand. Rate per 100 Cft Rate per Cum 274
As in item (273) above but in the proportion of 10:5:1 Materials Brick Ballast per Fine Sand of 1.25 (F.M.) per Cement per
Total
% % 50
cft. cft. kg.bag.
100 50 8
cft. cft. bag.
19.82 12.74 225.00
Add 2.5% wastage on cement and sand. Total Labour:—Same as in item 273 1. Materiasl 2. Labour including stacking Total
275
1.5% water charge Add Contractor's profit @ 10% on Rs. 36.00 except on cost of cement, sand and Brick ballast. Rate per 100 Cft Rate per Cum As in item (273) above, but in the proportion of 8:4:1. Materials Brick Ballast per Fine Sand of 1.25 (F.M.) per Cement per
Total
% % 50
cft. cft. kg.bag.
100 50 9.3
cft. cft. bag.
19.82 12.74 225.00 Total
Add 2.5% wastage Total Labour:—Same as in item 273 1. Materiasl 2. Labour including stacking Total 1.5% water charge Contractor's profit @ 10% on Rs. 36.00 except on cost of cement, sand and brick ballast. Rate per 100 Cft Rate per Cum
Total
276
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. Beldar Coolie T & P and scaffolding etc. L.S.
per per
day day
1 4
no. no.
100.00 100.00 Total
277
Rate as per item No. 271 Extra labour etc. for lift & pinning Add 1.5% water charges on Rs. 10% contractor's profit on Rs. Rate per 100 Cft Rate per Cum As in item (271) above but for roof terracing'with Engineer-in-charge. Rate as in item 276 Add difference in cost of 4 cm. and 2.5 cm. gauge. Brick ballast Cost of Extra Kankar Lime 45-33-12 cft.
538.40 538.40 Total
2.5 cm. (1") gauge including raking a shallow drain on the edge if desired b
per per
% %
cft. cft.
100 12
cft. cft.
21.23 110.99
1.5% water charges on tnis extra cost. Bail and Gur L.S. Contractor's profit @ 10% on A Total 278
Concrete with 4cm. (1") gauge brick ballast, white lime and surkhi in the proportion of 100:18:36 in roof terracing, including s of all materials, labour, and T&P etc. required for proper completion of the work (Unslacked lime brought to powder to be used Materials Brick Ballast White Lime (unslacked lime brought to powder at site) Bail, Gur etc. L.S. Surkhi
per per
% %
cft. cft.
100 15
cft. cft.
19.82 110.99
per
%
cft.
30
cft.
9.91 Total
Labour Mistri Mason Beldar Coolie Bhisiti Blacksmith T&P and basker etc. L.S.
per per per per per per
day day day day day day
1/8 1/3 4 6 0.5 1/8
no. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00 170.00 Total
1- Materials 2.Labour Total 1.5% water charges Total Add contractor profit 10% on except on cost of cement brick ballast and sand. Rate per 100 Cuft Rate per 100 Cum 279
Total
Cement concrete with 4 cm. (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : including supply of all materials, labour and T&P etc. required for proper completion of the work. Materials Stone ballast 1.5" gauge Coarse sand
per per
% %
cft. cft.
90 45
cft. cft.
43.13 19.11
Cement
per
50
kg.bag.
18.9
bag.
225.00 Total
Add 2 and 1/2 % wastage on coarse sand and cement Total Labour Labour : Mistri Mason Beldar Coolie Bhisti Blacksmith T & P and sundries etc. hire of C.C. Mixer, lubricant etc. L.S.
per per per per per per
day day day day day day
1/10 0.5 4 4 2 1/10
nos. nos. nos. nos. nos. nos.
170.00 160.00 100.00 100.00 130.00 170.00
Total 1. Materials 2. Labour Total 1.5% water charges Contractor's profit @ 10% on Rs. 46.20 except on cost of cement, sand and stone ballast Rate per 100 Cft Rate per Cum
280
Total
As in item (279) above but in the proportion of 6 : 3 : 1. Materials Stone ballast Coarse sand Cement Add 2.5% wastage on coarse sand and cement.
per per per
% % 50
cft. cft. kg.bag.
92 46.5 12.7
cft. cft. bag.
43.13 19.11 225.00
Total Labour - Same as in item 279 1. Materials 2. Labour Total 1.5% water charges Contractor profit @ 10% on Rs. 46.20 Except on cost of cement, coarse sand and stone ballast. Total 281
As in item No. (279) above but in the proportion of 8 : 4 : 1. Materials Stone ballast Coarse sand Cement Add 2.5% wastage on cement and coarse sand
per per per
% % 50
cft. cft. kg.bag.
94 48 9.8
cft. cft. bag.
43.13 19.11 225.00 Total
Labour - Same as in item No. 279 1. Materials 2. Labour Total 1.5% water charges Add Contractor's profit @ 10 % except on cement, sand and stone ballast i.e. on Rs. 46.20 Total
282
Cast cement concrete door sills, chaukhats boundry posts, shelves and similar small work with cement, approved coarse sand 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4, excluding supply of reinforcement and its binding but incl 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 materials, labour and T & P etc. required for proper completion of the work. 1. Cost of 1 : 2 : 4 C.C. as per item 279 2. Add difference in cost of 1and 1/2" gauge and 3/4" gauge ballast. 3. Blacksmith for binding & fixing reinforcement 4. Cost of mould & extra cement and labour for floating coat etc. L. S. 5. Binding wire and wastage of steel L. S.
per
%
per
day
cft.
90
cft.
37.88
4
nos.
170.00
Total 1.5% water charges on Rs. 99.00 Total Contractor's profit @ 10 % on Rs. 73.48 except on cost af grit and the rate of S.I. (No. 279)
283
Total
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 l of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same wi B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labou T & P etc. required for proper completion of the work. Binding wire cost being included in the item. 1. Same as in item No. 279 above, 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. 5. Cost of centering etc. with extra labour.
per
%
per
day
cft.
90
cft.
37.88
2
nos.
170.00
Total 1.5% water charges on Rs. 88.00 Total Contractor's profit @ 10% on Rs. 62.32 except 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. 283 Add 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. 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 Add for masonry or bailie supports and stronger shuttering 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. Cost of binding wire, pumping out of water if any L.S. Contractor'profit @ 10% on Rs. 42.75
per
day
0.5
nos.
170.00
Total 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 Add for masonary or bailie supports and stronger shuttering 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 Coarse sand Cement
per per per
% % 50
cft. cft. kg.bag.
5 2.5 4.65
cft. cft. bag.
37.88 19.11 225.00
1.5% water charges on Rs. 36.57 Total 290
As in item (282 to 288) above but when shingles are used. Deduct from item 282 to 6.3 Stone Ballast 2 cm. (3/4") per % cft. 3.2 Coarse sand per % cft. 1.32 Cement per 50 kg.bag.
cft. cft. bag.
37.88 19.11 225.00
Difference in rate of shingle and stone grit. Contractor's protit 10% on Rs. 38.00 Total 291
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 ballast. Rate of 1.5" gauge brick ballast. Rate of 2" gauge brick ballast.
per per
% %
cft. cft.
100 100
cft. cft.
a) 5.00 cm gauge Difference
Add for water charges 1.5% Total Rs. 5.07 per % cft. or Rs. 1.79 per cu. metre. Say Rs. 1.80 per cu. Metre 292
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 gauge stone ballast. Rate of 1and 1/2 gauge stone ballast. Rate of 2" gauge stone ballast.
per per
% %
cft. cft.
100 100
cft. cft.
0.00 Difference
So difference for 90 cft. ballast to be used in 100 cft. of concrete =10x9/10=9.00 Add for Water charges 1.5 % Total
CHAPTER - 6 BRICK WORK Sl. No. 1 301-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 First class brick work in kankar lime in foundation and plinth including supply of all materials, labour and T & P etc. require proper completion of the work. Materials : Bricks 1300 per %o 2.70 30 Kankar lime per % cft. cft. 110.99 Total Labour : Mistri Mason Beldar Coolies Bhisti T & P etc., L.S.
per per per per per
day day day day day
1/6 2 2 2 1/2
no. nos nos nos nos
170.00 160.00 100.00 100.00 130.00 Total
Materials Labour Add 1.5% water charges for curing Contractor's profit @ 10% Total
302-
First class brick work in one white lime and two surkhi mortar in foundation and plinth including supply of all materials, labou T & P etc. required for proper completion of the work. Materials : Bricks Surkhi White lime Labour : Same as in item No. 301 Materials Labour
per per per
% % %
nos. cft. cft.
1300 22 11
cft. cft.
2.70 9.91 550.00 Total
27.45
Total Add 1.5% water charges Contractor's profit @ 10% Total
(a)
First class brick work in one white lime and three surkhi mortar in foundation and plinth including supply of all materials, labou T & P etc. required for proper completion of the work. Materials : Bricks Surkhi White (lime brought to powder at site from unslacked lime)
per per
% %
nos. cft.
1300 24
nos. cft.
2.70 9.91
per
%
cft.
8
cft.
550.00 Total
Labour : Same as in item No. 301 Materials Labour
27.45
Total Add for water charges 1.5% Contractor's profit @ 10% Total
303-
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 mate labour and T & P etc. required for proper completion of the work. Materials : Bricks
per
%
nos.
1300
nos.
2.70
Fine sand of 1.25 F.M. Cement Labour : Same as in item No. 301 Materials Labour
per per
% 50
cft. kg bag.
27 3.75
cft. bag.
12.74 225.00 Total
27.45
Total Add 1.5%% water charges Total 10% Contractor's profit on Rs. 107.73 Total 304-
As in item (303) above but in 1 : 5 cement and fine sand of 1.25 F.M. mortar. 1300 Materials : Bricks per % nos. 27 Fine sand of 1.25 F.M. per % cft. 4.5 Cement per 50 kg bag. Labour : Same as in item No. 303 Materials Labour
nos. cft. bags.
2.70 12.74 225.00 Total
27.45
Total Add for water charges 1.5% Total Contractor's profit @ 10% on Rs. 107.85 (excluding cost of cement and sand) 305-
Total
As in item 303 above but in 1 : 4 cement and fine sand of 1.25 F.M. mortar. Materials : Bricks per % nos. Fine sand of 1.25 F.M. per % cft. Cement per 50 kg bag. Labour : Same as in item No. 303 Materials Labour
1300 27 51/4
nos. cft. bags.
2.70 12.74 225.00 Total
27.45
Total Add 1.5% water charges Total Contractor's profit @ 10% on Rs. 107.97 (excluding cost of cement and sand)
306-
Total
As in item 303 above but in 1 : 3 cement and fine sand of 1.25 F.M. mortar. Materials : Bricks per % nos. Fine sand of 1.25 F.M. per % cft. Cement per 50 kg bag. Labour : Same as in item No. 303 Materials Labour
1300 27
7.5
nos. cft. bags.
8.9
2.70 12.74 cft. 225.00 Total
27.45
Total Add 1.5% water charges Total Contractor's profit @ 10% on Rs. 108.33 (except on cost of cement and sand)
307-
Total
As in item 303 above but in 1 : 3 cement and coarse sand mortar. Materials : Bricks per % nos. Coarse sand per % cft. Cement per 50 kg bag. Labour : Same as in item No. 303
27.45
1300 27
7.5
nos. cft. bags.
2.70 19.11 225.00 Total
Materials Labour Total Add 1.5% water charges Total Contractor's profit @ 10% on Rs. 108.73 (excluding cost of cement and sand)
Total
308-
First class brick work in mud mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for 1300 Materials : Bricks per % nos. nos. 2.70 30 Earth per % cft. cft. Total Labour : Same as in item No. 303 27.45 Materials Labour Total Contractor's profit @ 10% Total
309-
As in item (301) to (304) above but in the super-structure including necessary cutting and moulding of bricks as required and including honey comb brick, work thickness of wall not to be less than 1½ brick thick. Add for extra labour to above items. Extra labour required : 1. Mason 2. Coolie 3. Scaffolding etc. L.S.
per per
day day
1 1
no. no.
160.00 100.00 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 Coolie per day
1 1
no. no.
160.00 100.00 Total
Add 1.5% water charges Total Contractor's profit @ 10% Total
310(a)
As in item (309) above but for wall of half brick(4½") thick. Add for extra labour. Extra labour over item no. 310. Mason Coolie
per per
day day
0.5 0.5
no. no.
160.00 100.00 Total
Add 1.5% water charges Total Contractor's profit @ 10% Total Rate of item no. 310 Total
310(b)
As in item (309) above but wall up to 3" thick. Add for extra labour. Extra labour over item no. 310 (a). Mason Coolie
per per
day day
0.5 1
no. no.
160.00 100.00 Total
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. Water charges 1.5%
1300
nos. 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. Deduct cost of 1300-1200=100 1st class per % nos. bricks. Less workmanship required L.S.
1200
nos.
Total Add contractor's profit @ 10% Total
313-
Sundried Brick work in mud mortar in foundation and plinth, including supply of all materials, labour and T & P etc. require proper completion of the work. Materials : Bricks including wastage Earth
per per
% %
Labour : Mistri Mason Beldar Coolie Bhisti T & P etc.
per per per per per
day day day day day
nos. cft.
1300 30
nos. cft.
1/6 2 2 2 1/4
no. nos. nos. nos. no.
Total 170.00 160.00 100.00 100.00 130.00 Total
Material Labour Total Contractor's profit @ 10% Total
314-
First class brick work in arches including shuttering and centering add to items (301 required. 2 Mason per day 1 Beldar per day 2 Coolie per day Centering and Shuttering etc. L.S.
- 307). Extra labour, centering and shutt nos. nos. nos.
160.00 100.00 100.00 Total
Add 1.5% water charges
Total Contractor's profit @ 10% Total 315-
As in item 314 above but in jack arches, including shuttering & centering add to item 301-307. Extra labour, centering shuttering required. 2 Mason per day nos. 160.00 1 Beldar per day nos. 100.00 2.5 Coolie per day nos. 100.00 Centering and Shuttering etc. L.S. Total Add 1.5% water charges Total Contractor's profit @ 10% Total
316-
As in item 314 above but in well steining with ordinary bricks, add to item 301-307. Extra cost of labour, centering and shutt etc. 2.5 Mason per day nos. 160.00 1 Beldar per day nos. 100.00 3 Coolie per day nos. 100.00 Centering and Shuttering etc. Total Add 2.5% water charges Total Contractor's profit @ 10% Total
317-
As in item 316 above but in well steining but with specially moulded bricks. Add to item 316. Extra labour required for workma and handling. 0.5 Mason per day nos. 160.00 2 Beldar per day nos. 100.00 Total Add 1.5% water charges Total Contractor's profit @ 10% Total
318-
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") lime plastering with simple moulding and cutting drip notch as required and including supply of all materials, labour and T & P required for proper completion of the work. Bricks required for projected portion, 100rft. 3/16x3/8x100x1300/100=91 nos. Wastage at the rate of 10% = 9nos. Bricks total : 100 bricks. Bricks
Kankar lime
per 2.10 3.75 5.85 per
% cft. cft. cft. %
Labour : Mistri Mason Coolie Bhisti T & P scaffolding etc.
per per per per per
day day day day day
Kankar lime masonary3/16x3/8x100x30/100 =
For plaster 100x3/4=75 cft. 5cft.
= Total =
nos.
100
nos.
2.70
cft.
5.85
cft.
110.99
1/50 3.5 2 1/12
nos. nos. nos. no.
170.00 160.00 100.00 130.00 Total
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 abo Bricks same as in item no. 318 above Cement plaster (
[email protected]%sft. Masonary (7cft. @ 4.2cft. Per%cft.
2.70 = = Total =
Fine sand of 1.25 F.M.
per 0.62 0.29 0.91 per
50 cft. cft. cft. %
kg.bag.
0.77
bag.
cft.
5
cft.
Add 1.5% water charges Contractor's profit @ 10% on Rs. 40.23-6.75= 33.48 (except cost of cement and sand)
320-
12.74 Total
Total
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 12mm. thick lime, plaster or pointing take length of 100 rft. Brick work in 1st course=1/4x3/16x100 = 4.70 2nd course = 2x4.7 = 9.40 3rd course = 3x4.7 = 14.10 Total = 28.20 Plaster = 100x(221/4") 1/12 = 187.50 Bricks = 28.2x1300/100+10% = 402.00 Kankar lime In masonary 28.2x30/100 = 8.46 In plaster 187-5x5/100 = 9.37 Total = 17.83 Bricks per Kankar lime per Labour : Mistri per Mason per Coolie per Bhisti per T & P scaffolding etc.
cft. cft. cft. cft. sft.
cft. cft. cft. % % day day day day
say
400
nos.
say nos. cft.
18.00 400 18 1/20 6.5 4 1/8
cft. nos. cft. nos. nos. nos. no.
2.70 110.99 170.00 160.00 100.00 130.00 Total
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. 400 Materials Bricks per % nos. nos. 2.70 Local sand of 1.25 F.M. including 25 wastage per % cft. cft. 2.32 Cement per 50 kg.bag. bag. 225.00 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. Labour as per item 320 above Total
Add 1.5% water charges Contractor's profit @ 10% on Rs. 76.55 (except on cement and sand)
322-
Total
Extra cutting of bricks for moulding as required for cornice, etc, including rubbed finish not exceeding 11.5 cm. (4.5") with (la only take 100 rft.) Wastage of bricks @ 10% Mason for cutting bricks Labour for rubbing & carriage (coolie) T & P etc. L.S.
per per per
% day day
nos.
7 4 3
nos. nos. nos.
160.00 100.00 Total
Contractor's profit @ 10% Total
323-
Making opening through walls in lime or cement mortar for doors and windows or enlarging existing opening or cutting out work for under pinning including necessary supports staging etc. cleaning site and stacking the dismantled materials at the as directed by the Engineer-in-charge within a distance of 60 metres (200ft.). Assuming size of opening 5ft. wide and 7 feet h and 1 1/8 ft. thick = 40cft. Labour for making holes for pins, fixing pins for proper safety of super structure and removing the c after completion of the job pins na holes. Beldar Coolie Hire of pins and struts L.S.
per per per
day day day
1 1
nos. nos.
100.00 100.00
Total Cutting opening, cleaning of bricks and stacking them within 2 chain as directed by the Engineer-in-charge. 1.5 Beldar per day nos. 100.00 2 Coolie per day nos. 100.00 1/12 Mistri per day nos. 170.00 T&P etc. L.S. Total Contractor's profit @ 10% Total 324-
Laying reinforced brick work in sunshades with first class brick laid in cement and approved coarse sand mortar 1:3 excl 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 all centering and shuttering etc. and curing and also including cost of binding wire, supply of all materials labour and etc. required for proper completion of the work. Rate for R.B. slab as per item no. 535 Deduct for less cost of centering materials 10% on Rs. 12.92 (from item 535) Less 1.5% water charges Less Contractor's profit @ 10% Total
325-
As in item (324) but in lintels As in item 324 above Deduct : less labour required due less cost of centering and staging including 10% contractor's profit Total
326-
Encasing rolled steel sections as in beams and columns in 1:3 brick work in cement and approved coarse sand with 10mm. thick cement plaster in 1:3 cement and approved coarse sand including supply and fixing of wire netting of required gauge w necessary including supply of all material, labour and T&P etc. required for proper completion of the work. Details of cost for a single l section 8'x3"x6"
Brick work in 1:3 1x8x1/6x5/12=1.1 cft. Ditto Wire gauge including wastage : 8x1.5=12 sft. Ditto Cost of binding and placing wire gauge Blacksmith Beldar Cement plaster in 1:3 (cement and approved coarse sand). 8x1 1/4=10sft.
per
%
cft.
1.1
cft.
per
%
sft.
12
sft.
per per
day day
1/4 1/4
nos. nos.
per
%
10
sft.
sft.
170.00 100.00 Total
Total Labour as per item 320 above Total 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. 4 Extra Bricks per %o Labour for cutting and dressing bricks etc. 4 Mason per day 1 Coolie per day
no. nos. nos.
160.00 100.00 Total
1.5% water charges Contractor's profit @ 10% Total
CHAPTER - 7 DAMP COARSING Sl. No. 1 360-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 2cm. (3/4") thick damp proof coarse with cement and approved coarse sand 1:2 with and including water proofing materia ordered by the Engineer-in-charge in the proportion as specified by the manufacturers, including supply of all materials, labou T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary. Materials : Coarse sand Cement Water proofing compound as specified by the manufactures
per per
% 50
per
Labour : Mistri Mason Beldar Coolies Bhisti Sundries L.S.
per per per per per
cft. kg.bag.
6.25 2.6
cft. bag.
kg.
3.4
kg.
day day day day day
1/20 1/4 1/4 1/4 1/8
no. nos nos nos nos
19.11 225.00
Total 170.00 160.00 100.00 100.00 130.00 Total
1.5% water charges Contractor's profit @ 10% on Rs. 16.62 Total 361-
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 and 3 parts approved 13mm. (1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in-ch in the proportion as specified by the manufacturers. Materials : Stone ballast Cement Water proofing compound as specified by the manufactures
per per
% 50
per
Labour : Mistri Mason Beldar Bhisti Sundries L.S.
per per per per
cft. kg.bag.
7.5 2.3
cft. bag.
kg.
2.3
kg.
day day day day
1/16 1.5 1.5 1/8
no. nos nos nos
37.88 225.00
Total 170.00 160.00 100.00 130.00 Total
1.5% water charges Contractor's profit @ 10% on Rs. 25.66 except on cost of cement, sand and ballast.
Total
CHAPTER - 8 STONE WORK Sl. No. 1 370-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Supply and fixing of Mirzapur or other approved stone fine dressed, as in door sills chaukhats etc. laid in mortar consisting 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 p completion of the work. Cost of 2" thick stone at site including carriage 1 per % cft. cft. Dressing Charges : Stone mason Blacksmith Beldar Coolie Fixing Charges : Stone mason Beldar Blacksmith Bhisti Scaffolding materials and water charge L.S.
per per per per
day day day day
1/10 1/36 1/48 1/48
no. no. no. no.
160.00 170.00 100.00 100.00
per per per per
day day day day
1/48 1/32 1/336 1/96
no. nos nos nos
160.00 100.00 170.00 130.00 Total
Contractor's profit @ 10% Total 371-
Supply and fixing of Mirzapur or other approved stone slabs 4cm. (1.5") thick with plain moulding on one edge and fine dresse all exposed surfaces as in steps and shelves laid in cement mortar consisting of one part cement and 6 parts approved fine of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Take stone r 12.5x12" each. Stone Cement Fine sand of 1.25 F.M. Coolie Bhisti Blacksmith and Mason Beldar Sundries, scaffolding and water charge L.S.
per per per per per per per
% 50 % day day day day
sft. kg.bag. cft.
106 2 15 12 1/4 1 1.5
sft. bag. cft. no. nos no. nos
43.13 225.00 12.74 100.00 130.00 170.00 100.00 Total
Contractor's profit @ 10% on Rs. 141.51 Total 372-
Supply and fixing of Mirzapur or other approved stone chajjas 4cm. (1.5") thick with but joint and with exposed surfaces dressed set in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply 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. Area 10x2.75 = Wastage at 10% = Total = Stone Mortar for pointing 1:2 with one part of cement and 2 parts of stone dust. Cement Stone dust Pigment L.S. Stone mason Beldar Bhisti Dresser Scaffolding Sundries and mortar L.S.
27.50 2.75 30.25 per
sft. sft. sft. %
say sft.
30.00 30.25
sft. sft.
per per
50 %
kg.bag. cft.
4/45 2/9
bag. cft.
225.00
per per per per
day day day day
1/8 3/4 1/8 1
no. no. no. no
160.00 100.00 130.00
Total Contractor's profit @ 10% on Rs. 36.26 Total 373-
Supply and fixing of Mirzapur or other approved stone rushades upto 4cm. (1.5") thick over doors and windows including brackets of same stone 5cm. (2") thick with plain moulding in edges of brackets all exposed surfaces to be fine dressed and to project upto 0.6m. (2ft.) and set well into walls to a depth of 15cm. (6") (minimum) with cement mortar consisting of one cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for p completion of the work. Stone chisel 1.5" thick over all width 2"-6"=2.5ft. Total area 5'-3"x2'-6" =
13.12 5.00 1.81 19.93 per
sft. sft. sft. sft. sft. %
per per per per
Brackets(chisel dressed)Length1'-6"+9"=2.5ft.
Area 2x1x2.5 Wastage at 10%
= = Total =
Stone Stone mason : Ornamental Beldar Bhisti Dressing Stone : Dresser Contractor's profit @ 10%
say sft.
20 20
sft. sft.
day day day
1/2 1/2 1/8
no. no. no.
170.00 100.00 130.00
day
1
no
160.00 Total
374-
Supply and fixing of pierced tracery panels of Mirzapur or other approved stone 5cm. to 6cm. (2" to 2.5") thick fixed in ce mortar consisting for 1 part cement and 3 part approved corase sand including supply of all materials, labour and T&P etc. req for proper completion of the work. Cost of 2" thick stone at site including carriage Stone Wastage 10% Dressing Charges : Stone mason Blacksmith L.S. Beldar Coolie Fixing Charges : Stone mason for plain work Beldar Blacksmith Bhisti
per
%
per
sft.
1
sft.
day
1/2
no.
160.00
per per
day day
1/2 1/12
no. no.
100.00 100.00
per per
day day
no. no.
160.00 100.00
per
day
no.
170.00
per
day
1/12 1/8 4/56 x1/6 4/16 x1/6
no.
130.00
Scaffolding materials and mortar etc.L.S. Contractor's profit @ 10% on Rs. 7.30 Total
CHAPTER - 9 WOOD WORK Sl. No. 1 401
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 C.P. Teak wood wrought tramed and fixed including simple mouldings, straight works as in Chaukhats, including supply 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". Wood 1x18x1/3x1/4 = Wastage 5% = Total = Wood Carpenter Mistri Carpenter Beldar Sundries L.S. Contractor's profit @ 10% on Rs. 61.69
1.500 0.075 1.575 per per per per
cft. cft. cft. % day day day
say cft.
1.6 1.6 1/16 1/2 1/4
cft. cft. no. no. no.
a) Wood Chaukhat s 170.00 160.00 100.00
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 Contractor's profit @ 10% on Rs. 17.52
per
%
cft.
1.6
cft. Total
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 Contractor's profit @ 10% on Rs. 27.92
per
%
cft.
1.6
cft. Total
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 Contractor's profit @ 10% on Rs. 16.16
per
%
cft.
1.6
cft. Total
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 Contractor's profit @ 10% on Rs. 33.36
per
%
cft.
1.6
cft. Total
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 Contractor's profit @ 10% on Rs. 40.12
per
%
cft.
1.6
cft. Total
407-
As in item (401-406) but for curved work, add to the above item 25% above per cu.m.
408-
Wood work worught framed and fixed plain work as in roof trusses, pulins, ceiling joists, etc. including supply of all mate labour and T&P etc. required for proper completion of the work. Deduct from the item (401-406).
Less labour required Carpenter Beldar Contractor's profit @ 10% on Rs. 3.24
per per
day day
1/4 1/2
no. no.
160.00 100.00 Total
409-
Supply & fixing of 4.5cm. (1 3/4") thick C.P Teak wood part panelled & part glazed door and window shutters including supply fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other but excluding their supply and including painting with two coats of Black Japan on all iron fittings if necessary & including fixin 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. Wood required including 10% wastage Glass panes 12"x8" Putty and brad L.S. Mistri Carpenter Beldar Glazier Sundries such as glue black Japan etc. Contractor's profit @ 10% on Rs. 171.01
per
per per per per
% each
cft.
day day day day
16
cft. no.
1/8 4 1 1/5
no. no. no. no.
3.25
170.00 160.00 100.00 120.00
Total 410-
Additional cost for fixing glass panes with C.P. Teak wood beading and felt as directed by Engineer-in- charge instead of putt brad including cost of all materials, labour and T&P etc. required for proper completion of the work. Take 10nos. Glass panes C.P. Teak wood 5x1/3x1/32 = Wastage 10% = Total = Wood Screws Carpenter Beldar Contractor's profit @ 10% on Rs. 6.87
0.05 0.005 0.055 per per per per
cft. cft. cft. %
say cft.
gross
day day
0.06 0.06 10 1/4 1/8
cft. cft. doz. no. no.
a) Wood Chaukhat s 160.00 100.00 Total
411-
As in item no. 409 above but fully panneled. Wood 24.75x7/48 = Wastage 10% = Total = C.P. Teak Wood Labour as above in item no 409 including 10% contractor's profit
3.61 0.36 3.97 per
cft. cft. cft. %
say cft.
4.00 4
cft. cft.
a) Wood Planks (C.P
Contractor's profit @ 10% on cost of C.P. Teak Wood only. Total 412-
As in item no. 409 above but fully glazed. C.P. Teak wood including wastage Glass panes 12"x8" Brad and Putty L.S. Labour as in item no. 409 Deduct Carpenter Contractor's profit @ 10% on Rs. 162.19
per
% each
per
day
cft.
3 28
cft. no.
a) Wood Planks (C.P
1
no.
160.00 Total
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 Contractor's profit @ 10% on 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 Deduct difference due to less wood required as in item 413 including Contractor's profit @ 10% Total
415-
As in item no. 412 above but 4cm. (1.5") thick. Rate as in item no. 412 above Deduct difference due to less wood required as in item 413 including Contractor's profit @ 10%
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 Contractor's profit @ 10% on Rs. 0.78
Total
per
%
cft.
0.02
cft. Total
417-
As in item no. 411 above but 2.5cm. (1") thick. Rate as in item no. 411 above Deduct difference due to less wood required as in item 416 including Contractor's profit @ 10% Total
418-
As in item no. 412 above but 2.5cm. (1") thick. Rate as in item no. 412 above Deduct difference due to less wood required as in item 416 including Contractor's profit @ 10% Total
419-
Same as in item no. 409 above but of Shisham Wood. Rate as in item no. 409 Deduct difference in cost of wood=3.25/ per 24.75=0.13 cft. at Rs. 39.05-26.90=12.15 Contractor's profit @ 10%
%
cft.
0.13
cft. Total
420-
Same as in item no. 411 above but of Shisham Wood. Rate as in item no. 411 Deduct difference in cost of wood 4/24.75 = 161 cft. Contractor's profit @ 10% Total
421-
As in item no. 412 above but of Shisham Wood. Rate as in item no. 412 Deduct difference in cost of wood 3/24.75 = 121 cft. Contractor's profit @ 10% Total
422-
As in item no. 419 above but of Shisham Wood. Rate as in item no. 419 Deduct 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 Deduct difference due to less wood required as in item 422 including Contractor's profit @ 10% Total
424-
As in item no. 421 above but 4cm. (1.5") thick. Rate as in item no. 421 Deduct difference due to less wood required as in item 422 including Contractor's profit @ 10% Total
425-
Same as in item no. 409 above but of Indian Sal Wood. Rate as in item no. 409 Deduct difference in cost of wood at Rs. per (39.05-20.10) = 18.95 Contractor's profit @ 10%
%
cft.
0.13
cft. Total
426-
As in item no. 411 above but of Indian Sal Wood. Rate as in item no. 411 Deduct difference in cost of wood per Contractor's profit @ 10%
%
cft.
0.161
cft. Total
427-
As in item no. 412 above but of Indian Sal Wood. Rate as in item no. 412 Deduct difference in cost of wood per Contractor's profit @ 10%
%
cft.
0.121
cft. Total
428-
As in item no. 425 above but 4cm. (1.5") thick. Rate as in item no. 425 Deduct difference in quantity of wood Contractor's profit @ 10%
per
%
cft.
0.01
cft. Total
429-
As in item no. 426 above but 4cm. (1.5") thick. Rate as in item no. 426 Deduct difference due to less wood required as in item 428 including 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 due to less wood required as in item 428 including 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 Glass panes Putty and brads L.s Mistri
per
% each
per
day
cft.
3.25 16
cft. no.
d) Wood Planks (Deo
1/8
no.
170.00
Carpenter Beldar Glazier Sundries L.S. Contractor's profit @ 10% on Rs. 128.01
per per per
day day day
3 1 1/4
no. no. no.
160.00 100.00 120.00
Total 432-
Same as in item no. 411 above but of Deodar wood. Wood 24.75x7/48 = 3.61 Wastage 10% = 0.36 Total = 3.97 Deodar wood per Labour as in item no. 431 Contractor's profit @ 10% on Rs. 188.13
cft. cft. cft. %
say cft.
4.00 4
cft. cft.
Total 433-
Deodar wood including wastage Glass panes 12"x8" Brad and Putty L.s Labour : Same as in item no. 431 Deduct Carpenter Contractor's profit @ 10% on Rs. 121.94
per
% each
per
day
cft.
3 28
cft. no.
1
no.
160.00 Total
434-
As in item no. 431 but of 4cm. (1.5") thick. Rate as in item no. 431 Deduct difference in quantity of wood Contractor's profit @ 10%
per
%
cft.
0.01
cft. Total
435-
As in item no. 432 above but 4cm. (1.5") thick. Rate as in item no. 432 Deduct difference due to less wood required as in item 434 including Contractor's profit @ 10% Total
436-
As in item no. 433 above but 4cm. (1.5") thick. Rate as in item no. 433 Deduct difference due to less wood required as in item 434 including Contractor's profit @ 10% Total
437-
As in item no. 431 above but 2.5cm. (1") thick. Rate as in item no. 431 Deduct difference in quantity of wood Contractor's profit @ 10%
per
%
cft.
0.02
cft. Total
438-
As in item no. 432 above but 2.5cm. (1") thick. Rate as in item no. 432 Deduct difference due to less wood required as in item 437 including Contractor's profit @ 10% Total
439-
As in item no. 433 above but 2.5cm. (1") thick. Rate as in item no. 433 Deduct difference due to less wood required as in item 437 including 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 Deduct difference in cost of wood 3.25/ 24.75 per % =13cft. @ Rs. (28.05-16) = 12.05 Contractor's profit @ 10%
cft.
0.13
cft. Total
441-
As in item no. 411 above but of Kail wood or Chir Wood. Rate as in item no. 432 Deduct difference in quantity of wood per Contractor's profit @ 10%
%
cft.
0.161
cft. Total
442-
As in item no. 412 above but of Kail wood or Chir Wood. Rate as in item no. 433 Deduct difference in quantity of wood per Contractor's profit @ 10%
%
cft.
0.121
cft. Total
443-
As in item no. 440 above but of 4cm. (1.5") thick. Rate as in item no. 440 Deduct difference in quantity of wood per Contractor's profit @ 10%
%
cft.
0.01
cft. Total
444-
As in item no. 441 above but 4cm. (1.5") thick. Rate as in item no. 441 Deduct difference due to less wood required as in item 443 including Contractor's profit @ 10% Total
445-
As in item no. 442 above but 4cm. (1.5") thick. Rate as in item no. 442 Deduct difference due to less wood required as in item 443 including Contractor's profit @ 10% Total
446-
As in item no. 440 above but 2.5cm. (1") thick. Rate as in item no. 440 Deduct difference in quantity of wood Contractor's profit @ 10%
per
%
cft.
0.02
cft. Total
447-
As in item no. 441 above but 2.5cm. (1") thick. Rate as in item no. 441 Deduct difference due to less wood required as in item 446 including Contractor's profit @ 10% Total
448-
As in item no. 442 above but 2.5cm. (1") thick. Rate as in item no. 442 Deduct difference due to less wood required as in item 446 including Contractor's profit @ 10% Total
449-
Supply & fixing of 20 B.W.G. black iron sheet panelled door and window shutters in 4cm. (1.5") thick Indian Sal Wood f including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, sp and/or other fitting but excluding their supply and including painting with tow coats of Black Japan on all iron fittings if neces Fitting with necessary screws to be supplied departmentally. Details of 24.75 sft. Sal wood 20 B.W.G.Black panel
[email protected].= Wastage 10% = Total = Rs 160.00 per quintal Mistri (Carpenter) Carpenter Beldar Contractor's profit @ 10% on Rs. 89.01
per 19.20 1.92 21.12 per per per per
% lb lb lb kg. day day day
cft.
2.5
cft.
say
21 9.5 1/8 3 1
lb kg. no. no. no.
Total 170.00 160.00 100.00 Total
450-
Supply & fixing of 4cm. (1.5") thick C.P. Teal Wood door and window shutters with panels of heavy quality galvanized iron 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 s and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and/or fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. (Fitting with nece screws to be supplied departmentally). Details of door shutter of size 3'-6'x6'-9' Area = 23.62 sft. Styles 4x6 3/4x5/12x1/8 = 1.40 cft. Rails, tops and middle rail 6x1 3/4x6/12x 1/8 = 0.50 cft. Bottom Rail 2x1 2/3x2/3x1/8 = Beading 4x5 1/8x1/24x1/24 12x1 1/3x1/24x1/24 = Total = Wastage 10% = Total = C.P. Teak wood Wire gauge6x1 3/4x1 1/3x1.1=15.4say 16sft.
1.40
cft.
0.50
cft.
0.30
cft.
0.06 2.26 0.23 2.49 per per
cft. cft. cft. cft. cft. cft.
say
2.50 2.5 0.1
cft. cft. cft.
a) Wood Planks (C.P Total
Labour same as ing item 431 Contractor'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 in cost of wood 2.5/23.62=0.105cft. @ Rs. 39.05-26.90=12.15
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 Deduct difference in cost of wood 0.1 cft. @ per Rs. 39.05-20.10=18.95 Contractor's profit @ 10%
%
cft.
0.1
cft. Total
453-
As in item no. 450 above but in Deodar Wood. Rate as in item no. 450 Deduct difference in cost of wood 0.1 cft. @ Rs. 39.05-28.05=11.00 Contractor's profit @ 10%
per
%
cft.
0.1
cft. Total
454-
As in item no. 450 above but in Kail wood or Chir Wood. Rate as in item no. 450 Deduct difference in cost of wood 0.1 cft. @ per Rs. 39.05-16.00=23.05 Contractor's profit @ 10%
%
cft.
0.1
cft. Total
455-
Supplying & fixing galvanized mosquitos proof heavy quality iron wire gauge or expended metal of heavy quality over windows including supply and fixing of C.P. Teak wood battens 8cm.x1cm. (3"x3/8") and including supply of necessary screws, all mate labour and T&P etc. required for proper completion of the work. Taking a size 3'x4' = 12 sft. Wooden Battens 14x1/4x1/24x2.5'x1/6x1/24 =
Wastage 10%
= Total =
C.P. Teak Wire gauge Carpenter Beldar Sundries Contractor's profit @ 10% on Rs. 25.57
0.15 0.02 0.17 per per per per
cft. cft. cft. % % day day
cft. sft.
0.17 14 1/4 1/4
cft. sft. no. no.
a) Wood Planks (C.P 160.00 100.00
Total 456-
As in item no. 455 above but with in Shisham Wood battens. Rate as in item no. 455 Deduct difference in cost of inferior quality of per % wood used 0.017/12= 0.014 cft. @ Rs. 39.0526.90=12.15 Contractor's profit @ 10%
cft.
0.014
cft.
Total 457-
As in item no. 455 but Indian Sal Wood battens. Rate as in item no. 455 Deduct difference in cost of inferior quality of wood used 0.014 cft. @ Rs. 39.0520.10=18.95 Contractor's profit @ 10%
per
%
cft.
0.014
cft.
Total 458-
As in item no. 455 but with Deodar Wood battens. Rate as in item no. 455 Deduct difference in cost of inferior quality of per wood used 0.014 cft. @ Rs. 39.0528.05=11.00 Contractor's profit @ 10%
%
cft.
0.014
cft.
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 2x3x1/4x18 Braces 4x3.5x1/4x1/8
= = = Total = Wastage 10% = Total = So cost of wood per sft.=3.56x26.90/19.5 Rs. 4.91 per sft. Wood Screws 2.5" long Mistri
2.60 0.20 0.44 3.24 0.32 3.56
cft. cft. cft. cft. cft. cft.
per per per
gross
% day
cft.
3.56 4 1/8
cft. doz. no.
170.00
Carpenter Beldar Sundries L.S. Contractor's profit @ 10% on Rs. 110.44
per per
day day
1 0.5
no. no.
160.00 100.00
Total 460-
As in item no. 459 above but of Indian Sal Wood. Rate as in item no. 459 Deduct difference in cost of inferior quality of per wood used 3.56/19.5=0.18cft. @ Rs. 26.9020.10 = 6.80 Contractor's profit @ 10%
%
cft.
0.18
cft.
Total 461-
As in item no. 459 above but of Country Wood. Rate as in item no. 459 Deduct difference in cost of inferior quality of wood used 0.18cft. @ Rs. 26.90-11.90 = 15.00 Contractor's profit @ 10%
per
%
cft.
0.18
cft.
Total 462-
As in item no. 459 above but of Deodar Wood. Rate as in item no. 459 Deduct difference in cost of inferior quality of wood used 0.18cft. @ Rs. 26.90-28.05=1.15
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 Deduct difference in cost of inferior quality of per wood used 0.18cft. @ Rs. 26.90-16.00= 10.90
%
cft.
0.18
cft.
Contractor's profit @ 10% Total 464-
As in item no. 461 above but of 2.5 cm. (1") thick. Rate as in item no. 461 Deduct difference in quality of wood used 3.56per 2.4/19.5=0.061cft. @ Rs. 26.90-11-90= 15.00
%
cft.
0.06
cft.
Contractor's profit @ 10% Total 465-
Supply & fixing of 4cm. (1.5") thick C.P. Teak Wood door and window shutters with 1cm. (3/8) thick ply wood rae pressed panels and fixing C.P. Teak wood cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, sp and/or other fitting but excluding their supply and including two coats of Black Japan on all iron fittings if necessary. Fitting necessary screws to be supplied departmentally. C.P. Teak wood 1cm. (3/8) thick ply wood panels Mistri (Carpenter) Carpenter Beldar Sundries L.S. Contractor's profit @ 10% on Rs. 133.84
per per per per per
% % day day day
cft. sft.
2.5 14 1/8 3 1
cft. sft. no. no. no.
a) Wood Planks (C.P 170.00 160.00 100.00
Total 466-
As in item no. 465 above but Shisham Wood. Rate as in item no. 465
Deduct difference in cost of inferior quality of wood used 2.5/23.62=0.10cft. @ Rs. 39.0526.90= 12.15 Contractor's profit @ 10%
per
%
cft.
0.10
cft.
Total 467-
As in item no. 465 above but Indian Sal Wood. Rate as in item no. 465 Deduct difference in cost of inferior quality of wood used 0.10cft. @ Rs. 39.05-22.10= 18.95
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 Sundries L.S. Contractor's profit @ 10% on Rs. 11.75
1
pair
Sawyer per pair
Total 469-
As in item above but softer wood (like Kail, Chir or Country wood of Deodar). Sawyers per day Sundries L.S. Contractor's profit @ 10% on Rs. 8.50
3/4
no.
Sawyer per pair
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 Sitapur Cartage Charge L.S. Labour for fixing : Carpenter Beldar Contractor's profit @ 10% on Rs. 4.73
per per
day day
1/24 1/42
no. no.
160.00 100.00 Total
471 to Approximate cost of fittings with screws for door and windows etc. 474These rates are provided in the schedule of rates for Estimating purpose. Fittings are to be supplied departmentally. 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-
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 Glass panes. 16 Rs. 0.62-0.47 = 0.15 each no. Contractor's profit @ 10% Total
476-
As in item 470 above but for 4cm. (1.5") thick Add : Extra to item 470 Difference in company rate 4.38-4.08 = 0.30 per sft. Contractor's profit @ 10% Total
477-
As in item 470 but of C.P. Teak decorative type ( one side only) and commerical lipping approved ply wood flush shutters (1.5.") thick Company Rate at Sitapur
Cartage Charge L.S. Labour for fixing : Carpenter Beldar Contractor's profit @ 10% on Rs. 6.65
per per
day day
1/20 1/20
no. no.
160.00 100.00 Total
478-
As in item 477 but both sides decorating (C.P. Teak) Add extra to item 477. Difference in company rate 7.37-5.87=150 per sft. Contractor's profit @ 10% Total
479-
As in item 478 but with Teak lipping single leaf door. Add extra charges as per company rate Contractor's profit @ 10% Total
480-
As in item 478 but with Teak lipping double leaf. Extra charges as per company rate Contractor's profit @ 10% Total
481-
(a)
Providing and fixing 12mm (0.5") thick and 100m. (4") wide pelmet with 25mm. (1") diameter wooden curtain rod and bracket covered with same wood planks 12mm. (0.5") thick including fixing with 25x3m. (1"x1/8") M.S. Flat 10cm. (4") long and plug 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. Materials wood required 0.5" thick planking Front 1x4 1/4'x1/3'x1/24' = side 2x0.5'x1/3.5.x1/24' = Top 1x4 1/4'x0.5'x1/24' = Rod. 1x4.3'x1/12'x1/12'x22/7'x1/4' = Add wastage 10% = Total = Teak wood cost of plank Cost of flats 4"x1"x1/8" L.S. Cost of wooden plugs including cutting brick work and fixing with cement mortar Labour : Carpenter Mason Beldar
0.060 0.014 0.090 0.022 0.020 0.206 per
per per per
cft. cft. cft. cft. cft. cft. %
say cft.
0.20 0.20
cft. cft.
each
2
no.
day day day
1/8 1/10 1/8
no. no. no.
Total 160.00 160.00 100.00 Total
Materials Labour Painting 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) Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-26.10= 12.15 per cft. Deduct Contractor's profit @ 10% on Rs. 2.43
per
%
rft.
5.25
rft.
per
%
cft.
0.20
cft.
b) Wood Planks (Shi
Total (c)
Deodar wood rate as per item no. 481 (a) Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-28.05=11.00 per cft.
per
%
rft.
5.25
rft.
per
%
cft.
0.20
cft.
d) Wood Planks (Deo
Deduct Contractor's profit @ 10% on Rs. 2.20 Total (d)
Kail wood rate as per item no. 481 (a) Deduct difference in cost of 0.20 cft. Of wood @ Rs. 39.05-16.00=23.05 per cft. Deduct Contractor's profit @ 10% on Rs. 4.61
per
%
rft.
5.25
rft.
per
%
cft.
0.20
cft.
e) Wood Planks (Kai
Total 482-
(a)
(b)
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 req 0.5" thick planking. 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. 0.24 Teak wood cost of plank per % cft. cft. a) Wood Planks (C.P Cost of flats 4"x1"x1/8" L.S. Cost of wooden plugs including cutting brick 2 each no. work and fixing with cement mortar Total 1/6 Labour : Carpenter per day no. 160.00 1/10 Mason per day no. 160.00 1/6 Beldar per day no. 100.00 Painting & varnishing of oiling etc. L.S. Total Materials Labour Contractor's profit @ 10% on Rs. 14.82 Total Shisham wood rate as per item no. 482 (a) Deduct difference in cost of 0.24 cft. @ Rs. 39.05-26.10= 12.15 per cft. Deduct Contractor's profit @ 10% on Rs. 2.92
per
%
rft.
5.25
rft.
per
%
cft.
0.24
cft.
Total (c)
Deodar wood rate as per item no. 482 (a) Deduct difference in cost of 0.24 cft. @ Rs. 39.05-28.05=11.00 per cft. Deduct Contractor's profit @ 10% on Rs. 2.64
per
%
rft.
5.25
rft.
per
%
cft.
0.24
cft.
Total (d)
Kail wood rate as per item no. 482 (a) Deduct difference in cost of 0.24 cft. @ Rs. 39.05-16.00=23.05 per cft. Deduct Contractor's profit @ 10% on Rs. 5.53
per
%
cft.
0.24
cft.
Total 483-
Extra for providing curtain rods of Aluminium with brackets instead of wooden curtain rod, in pelmets in Sl. No. 481 and 482 ab
(a)
12mm. dia.rod (18 gauge) Cost or aluminium rod per rft. or pelmet Deduct average cost of wooden rod per rft. of pelmet So extra cost
per
%
rft.
1
rft.
per
%
rft.
1
rft.
Contractor's profit @ 10% Total (b)
19mm. dia.rod (18 gauge) Cost or aluminium rod per rft. or pelmet Deduct average cost of wooden rod per rft. of pelmet So extra cost Contractor's profit @ 10%
per
%
rft.
1
rft.
per
%
rft.
1
rft.
Total (c)
25mm. dia.rod (16 gauge) Cost or aluminium rod per rft. or pelmet Deduct average cost of wooden rod per rft. of pelmet So extra cost Contractor's profit @ 10%
per
%
rft.
1
rft.
per
%
rft.
1
rft.
Total 484-
Extra for providing in pelmets, aluminium curtain rails of heavy quality 6x9x15mm. With rollers, stop ends and brackets inste wooden curtain rods and bracket. 1 Cost of rails. Rollers etc per rft. of pelmet per % rft. rft. Deduct average cost of wooden rod and 1 per % rft. rft. Brackets per rft. of pelmet So extra cost per rft. of pelmets Contractor's profit @ 10% Total
485-
Providing and fixing 25mm (1") diametre curtain rod with brackets, plugs etc. wherever required including painting, polishi oiling as required. Taking rod of 4.5" length.
(a)
Teak wood cost of wood Cost of wooden plugs, brackets including cutting brick work & fixing with cement mortar
per
%
cft.
each
0.022
cft.
2
no.
Painting etc. L.S. Contractor's profit @ 10% on Rs. 2.61 Total (b)
Shisham wood cost of wood Cost of wooden plugs, brackets including cutting brick work & fixing with cement mortar
per
%
cft.
each
0.022
cft.
2
no.
Painting etc. L.S. Contractor's profit @ 10% on Rs. 2.34 Total 486(a)
(b)
Providing and fixing curtain rods of aluminium with brackets and wooden plugs etc. wherever necessary complete. Take length. 12mm. dia.rod (18 gauge) Cost or aluminium rod per % rft. 4.5' rft. Cost of wooden plugs, brackets including 2 each no. cutting of brick & fixing with cement Contractor's profit @ 10% on Rs. 4.69 Total 19mm. dia. Cost or aluminium rod Cost of wooden plugs, brackets including cutting of brick & fixing with cement Contractor's profit @ 10% on Rs. 5.75
per
% each
rft.
4.5'
rft.
2
no. Total
(c)
25mm. dia. Cost or aluminium rod Cost of wooden plugs, brackets including cutting of brick & fixing with cement Contractor's profit @ 10% on Rs. 6.81
per
% each
rft.
4.5'
rft.
2
no. Total
CHAPTER - 10 MILD STEEL & IRON WORK Sl. No. 1 501-
Item of Work
(a)
Light section, i.e. not exceeding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height. 1/20 Rate per cwt. Peshraj (Beldar) per day no. 1/10 Mason per day no. 1/2 Beldar per day no. 1 Coolie per day no. Ropes T&P L.S. Contractor's profit @ 10% on Rs. 5.18
Unit
Qnty
Rate
3 4 2 5.00 Rolled steel joists fixed in position excluding cost of joists which will be supplied free at site but including all labour in handling hoisting and including hire etc. of necessary T&P. 100.00 160.00 100.00 100.00
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) Mason Beldar Coolie Hire of pulley & tackle Ropes T&P L.S. Contractor's profit @ 10% on Rs. 7.88
per per per per
day day day day
1/20 1/10 1/2
1.5
no. no. no. no.
100.00 160.00 100.00 100.00
Total (c)
Add to item 501(a) and 501(b) for heights beyond 7.5 metre (24ft.). Extra Beldar per day Coolie per day Extra for Rope etc. Contractor's profit @ 10% on Rs. 3.07
1/2 1/2
no. no.
100.00 100.00
Total 502-
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, gratings etc. (when not inc in an over all rates) wrought to required form, including supply of steel, bolts nuts and wastage etc. and their fixing require proper completion of the work. Rate per cwt. Blacksmith Hammer man Coolie Coal T&P L.S. Contractor's profit @ 10% on Rs. 12.75 Cost of steel Wastage 2.5% on steel
per per per
day day day
1 1 1
no. no. no.
per
cwt.
1
cwt.
170.00 105.00 100.00
Total 503-
Mild steel or iron work in heavy sizes such as trusses ; built up gates, door frames, record racks, roof work, gates etc. wroug required form including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts nuts etc their fixing required for proper completion of the work. Rate per cwt. Blacksmith Hammer man Rivetter Coolie Coal and other sundries L.S. Hoisting & welding L.S. Contractor's profit @ 10% on Rs. 19.75 Cost of steel Wastage 2.5% on steel
per per per per
day day day day
1 1 1/4 1
no. no. no. no.
per
cwt.
1
cwt.
170.00 105.00 120.00 100.00
Total
504-
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and over all r wrought to required shape as necessary including bending for proper completion of the work and including supply of all stee wastage & over lapping & hooks. Rate per cwt. Blacksmith Coolie T&P L.S. Contractor's profit @ 10% on Rs. 9.55 Cost of steel Wastage 5% on the steel
per per
day day
1 1.5
no. no.
per
cwt.
1
cwt.
170.00 100.00
Total 505-
Cutting rolled steel joints below 22.5cm. X 10cm. (9"x4"). Labour for cutting joist 9" deep. Blacksmith per Coolie per T&P L.S. Contractor's profit @ 10% on Rs. 2.30
day day
1/4 1/4
no. no.
170.00 100.00
Total 506-
Cutting rolled steel joints above 22.5cm. X 10cm. (9"x4"). Labour for cutting joist 15" deep=38.10 cm.. Blacksmith per Coolie per T&P L.S. Contractor's profit @ 10% on Rs. 4.56
day day
1/2 1/2
no. no.
170.00 100.00
Total 507-
Cutting plates & angles : Take an angle 4'x4'x1/2'. Area 3.75 sq. inch. = 24.20 sq.cu.m. 1/8 Blacksmith per day no. 1/8 Helper (Beldar) per day no. Contractor's profit @ 10% on Rs. 1.10
170.00 100.00 Total
508-
Cutting rounds. Take 10 cutting of 5/8" dia. Sectional area 0.307x10=3.07 sq. inch. = 19.8 sq.m. Blacksmith Helper (Beldar) T&P L.S.etc. Contractor's profit @ 10% on Rs. 0.47
per per
day day
1/20 1/20
no. no.
170.00 100.00
Total 509-
Boring holes in mild steel or iron not exceeding 10mm. (3/8") dia & thickness of plate not exceeding 6mm. (1/4"). Labour fo holes. 3.5 Blacksmith per day no. 170.00 3 Coolie per day no. 100.00 1 Beldar per day no. 100.00 T&P L.S. Contractor's profit @ 10% on Rs. 30.75 Total
510-
As in item 509 above but holes exceeding 10mm. (3/8") dia but not exceeding 20mm. (3/4") dia. and thickness exceeding 6 (3/8") but not exceeding 13mm. (1/2") dia.Labour for 100 holes. 6 Blacksmith per day no. 170.00 6 Coolie for helping and handing per day no. 100.00 Contractor's profit @ 10% on Rs. 48.00 Total
511-
Providing and fixing 10cm. (4") dia C.l. down pipe complete with rose, heads, bends with eye hole, shoes and gratings etc. fix 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') Rose Head Shoe (splash proof) Bend with eye hole Bolts L.S. Clamps L.S. Labour Mason Beldar Mortar etc. L.S. Contractor's profit @ 10% on Rs. 145.00
per per
each each each each
1 1 1 1
no. no. no. no.
day day
1/2 1
no. no.
160.00 100.00
Total 512-
Mild steel or iron work in purlins and rafters including drilling holes and fixing in required for proper completion of the work. Take a 10' length of purlin at 10' apart, angle 3"x3"x1/2" should doBlacksmith Hammer man Drilling holes L.S. Contractor's profit @ 10% on Rs. 7.16
per per
day day
1/3 1/3
no. no.
170.00 105.00
Total Rate per cwt. 7.88x112/9.35x10=9.46 Cost of steel Wastage 2.5% on the steel
per
cwt.
1
cwt. Total
513-
Providing barbed iron wire fencing including fixing it to post after stretchins it, including labour and T&P etc. required for p completion of the work, but excluding supply of posts and wire. Take 100 ft. length of fencing six lins. Blacksmith Helper (Beldar) Coolie Contractor's profit @ 10% on Rs. 6.44
per per per
day day day
1/2 3/4 1/2
no. no. no.
170.00 100.00 100.00 Total
514-
Welding by Cass plant including supply of all materials, labour etc. complete. Take welding per day. Rent of welding. Machine per day Welder's pay per day Beldar for cutting & help per day Carbide stone L.S. Oxygen Gass L.S. Welding Road L.S. Sundries L.S. Contractor's profit @ 10% on Rs. 35.00
1 1 2
day day no.
100.00
Total 515-
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 outpu 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. 7.5 metre.
516-
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 o and shuttering etc.
517-
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") M.S. gusset plates at the junctions and corners including supply and fixing of necessary fittings, lock rail or 15" length of oxised and including pintels, hooks at the top and applying a priming coat of red lead paint on all sides complete.
(a)
Using M.S. angle 40x40x6mm (1.5"x1.5"x1/4") for diagonal braces.
1-
2-
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. = Wastage 10% = Total = Gusset plates, Area of one gusset plate (They are 08 no.) 0.3x04 = 0.12 sq.m. 1/2x0.26(0.04+0.03) = 0440sq.m. 8x0.0562 = 0.4496 sq.m. 2x4x32 = 0.1414 sp.m. @ 24.73 kg. per sq.m. = 14.62 kg. Wastage 10% = 1.46 kg.
3-
4-
5.76
sqm.
45.216
sqm.
4.522 49.738
kg.=
0.1200 0.0440 0.4496 0.1414 14.62 1.46 Total = 16.08
Angle iron 40x40x6mm.@ 3.5kg.Per m. Sides 4x2.4 = Top and bottom 4x1.2 = Diagonals 2x2.5 = 2x2.45 = 4.9 m. Wastage 10% on 24.3 = Total = @ 3.5 kg. Per metre = 93.56 kg. Pintels including bolts and nuts for them and fixing in position Hooks Locking arrangement & handles etc. L.s. Cement concrete L.S. Rivets L.S. Priming coat M.S. sheet both side-11.52 Angle iron 16x24.3 = 3.89 sq.m. Labour Fitter Blacksmith Mason Beldar Mazdoor Sundries L.S. Contractor's profit @ 10% on Rs. 355.00
9.60 4.80 5.00 4.90 2.43 26.73 93.56
sqm. sqm. sqm. sqm.
kg. kg. =
0.161
Q
m. m. m. m. m. kg.
936q
each
4
no.
each
2
no.
each each each each each
2 7 1/8 2 3
no. no. no. no. no.
Total 517(b)
12-
3-
4-
Using M.S. flat 40x6 mm (1.5"x1/4") for diagonal bracings and central cross piece. . 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). Gusset plates, vide item (2) in 517(a) = At mid height 4x0.0623 = Wastage 10% on 8022m2 = Total = @ 24.73 kg. per m. = Angle iron 40x40x6mm.@ 3.5kg.Per m. Sides 4x2.4 = Top and bottom 4x1.2 = Wastage 10% on 14.40m. = Total = @ 3.5 kg. Per metre = Flats 30x6 mm. @ 1.4 kg. /m. 4x2.45=9.80 2x1.20 = 2.40 Wastage 10% on 12.20m. = 1.22 Total =
0.5910 0.2112 0.0800 0.8822 21.82
m2 m2 m2 m2 kg.
9.6 4.8 1.44 15.84 55.44 9.80 2.40 1.22 13.42
m. m. m. m. kg. m. m. m. m.
5-
@ 1.4 kg. Per metre13.42x1.4=18.788 kg. 18.788 Pintels including bolts and nuts for them and fixing in position Hooks 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
kg.=
0.188
Q
each
4
no.
each
2
no.
Total 518-
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4"x3/8"x1/12) & braced with fla 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 pu with bolts, nuts locking arrangement, stoppers, handles, complete including applying a priming coat of approved red lead paint (Skelton analysis based on item no. 4 of 1962 CPWD analysis of rates). 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. 2x18x24 = 86.40 m. Wastage 10% = 8.64 m. Total = 95.04 m. @ 0.56kg. per m. = 53.22 kg.= 0.53 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 20x5mm. Flat iron diagonal 4 nos. 68.275 m. x32x0.5334m. = @ 0.8 kg. Per metre = 54.62 kg. Wastage 10% = 5.46 kg. Total = 60.08 kg.= 0.60 Cost of rivets,fixing hooks and washers L.S. Cost of locking arrangment & handles L.S. Pullyes 38mm. dia.metre each Priming coat channel 26x076x2.4 = 6.57 6.57 sqm. sq.m.M.S. sheet both side-11.52 sqm. Top 0.16x0.33 = 0.53 sq.m. 0.53 sqm. Flats 0.05x0.68 = 3.40 3.40 sqm. Total = 10.50 Labour Fitter each Blacksmith each Mason each Beldar each Mazdoor each Sundries L.S. Contractor's profit @ 10% on Rs. 284.95
Q
Q
Q
10
no.
3 12 1 4 4
no. no. no. no. no.
110.00 170.00 160.00 100.00 100.00
Total
519-
23-
Providing and fixing 1m. thick M.S. sheet sliding shutters with frame and daigonal braces of 40x40x6mm. (1.5"x1.5"x1/4") iron, 3.15mm. (1/8") gusset plates at the junctions & corners, hooks at top, 25mm. (1") dia. pullyes at bottom 40x40x6 (1.5"x1.5"x1/4") angles & T iron guides at top & bottom respectively including locking arrangement with handles etc. complete applying one priming coat of approved lead paint. (Skelton analysis based on item no. 5 of 1962 CPWD analysis of rates). 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) Gusset plates,same as in item 517(a) (2) 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. 36x3.5= So wt. = Bottom 2.4x3.05= Channels 25x25x6mm. @ 3.05 kg./m. = Channels 40x40x6mm. @ 5.56kg./m. Bottom 0.5x5.56= = Wastage 10% on 136.10 kg. = Total = Say
4-
Pulley guide blocks including drilling holes L.S.
56789-
15mm. dia pulleys Handles and locking arrangement L.s. Bolts and rivets L.s. Cement concrete L.s. Printing coat M.S. Sheet 2x5.76 Angle iron 0.16x36 Channel 0.15x0.24 0.24x0.05
each
= = = = Total =
17.76 sq.m. say 18sq.m. Labour Fitter Blacksmith Beldar Mazdoor Mason Sundries Contractor's profit @ 10% on Rs. 376.23
11.52 5.76 0.36 0.12 17.76 per
1.50
kg. kg. kg. kg. kg. qnt.
8
no.
18 2 7 2 2 1/8
sq.m. no. no. no. no. no.
126.00 7.32 2.78 13.61 149.71
sqm. sqm. sqm. sqm. sqm.
sq. each each each each each
m.
110.00 170.00 100.00 100.00 160.00
Total 520-
Supplying and fixing rolling shutters of approved make of 80x125mm.(3"x3.5") guage cold rolled M.S. laths inter locked throug their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with brackets guides and arrangements for inside and outside locking with push and pull operations complete but excluding the cost of top c and spring. (Skelton analysis based on item no. 7 of 1962 CPWD analysis of rates). Details of cost 3x2.5 metre door =7.5 sq.m. 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. ) Deduct for the cost of top cover Deduct for the cost of coiled springs L.S. Labour Fitter
each
2 1/4
no.
Total 110.00
Beldar Mason Contractor's profit @ 10% on Rs. 558.93
each each
2 6/4 1/4
no. no.
100.00 160.00 Total
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). Details of cost for 1 no. 27.5 cm. long wire each 1 spring grad no. 2 Sundries Contractor's profit @ 10% on Rs. 46.00
no.
Total 522-
Providing and fixing top cover for rolling shutters. (Skelton analysis based on item no. 9 of 1962 CPWD analysis of rates). Details of cost for 1 shutter 2.5 metre width each top cover Sundries L.S. Contractor's profit @ 10% on Rs. 61.00
1
no.
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 Sundries Contractor's profit @ 10%
1
no.
Total 524-
(a)
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). 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) Contractor's profit @ 10% Total
(b)
Area exceeding 16.8 sq. m. (180sq.f.) Taking details of cost for 20m2 area. Mechnical devise chain, crank etc.L.S. Contractor's profit @ 10% Total
CHAPTER - 11 ROOF WORK Sl. No. 1 531-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Supply and fixing single Allahabe tiling with and including supply of hips, ridges and eaves and includings laying them for roof & setting in white lime & Surkhi Mortar in ratio of 1.2 or pure kankar lime and also including supplying and laying of Sal wo battens and white washing two coats bottom surface or tiles. Assuming length of 100ft. And stop of 12ft. On either side. Roof area 2x12x100sft. = 2400 Length of ridge = 100 Length of valley = 14 Flat tiles = 2420 10% Wastage = 240 Total = 2660 Flat tiles Half round Flate ridge = 100+10=110 no. Hips = 14+4=18 no. Scanding(Indian sal)Batterns 24x100x1/12x1/8= 25.00 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 Nails at 5/2.2 kg. Per% sft. On 2400sft. per
sq.ft.
ft. ft.
%o %o
no. no.
2660 2660
no. no.
cft.
32.78 54.05
cft. kg.
ft.
% kg.
Total Cealtar two coats 24x100x5/12 2x100x7/12 2x14x7/12
=
= = Total = Coaltar two coats, Coalter (sl. No. 652 & 653) White washing two coats (sl.no. 672) Lime mortar at 4 cft. % sft. = 96 cft. Carriage of materials L.S. Mason Mistri Mason for laying Beldar Coolie Carpenter Sundries Bhisti Contractor's profit @ 10% on Rs. 252.91
1000 117 17 1134
sft. sft. sft. sft.
per
%
sft.
1200
sft.
per per
% %
sft. cft.
2000 100
sft. cft.
per per per per per
day day day day day
2 24 24 48 8
no. no. no. no. no.
170.00 160.00 100.00 100.00 160.00
per
day
1
no.
130.00 Total
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-
Supply and fixing large contry tile roofing on and including bambod frames containing not less than 4 (40) Bamboos per s (Per%s.ft.) and Chatai supplied and fixed position including supply of all materials, labour and T&P etc. required for p completion of the work and including two coats of coaltarring of bamboo frame and chatai. Flat rules including wastage Rate per % sft. Segmental Bamboos Channel B.N. Hemp Nail L.s. Layers for laying the tiles
per per
%o %o each % kg.
per
day
no. no.
110 110 40 5
no. no. no. sft. kg.
sft.
120
2
no.
Coolie Contractor's profit @ 10% on Rs. 88.00 Coaltarring as per item no. 653 & 652
per
day
per
%
sft.
2
no.
100
sft.
100.00
Total 534-
As in item no 533 above but small size country titles. Rate per % sft. Segmental Bamboos Nail L.s. Bans etc. Thacher per Tile layer per Coolie per Contractor's profit @ 10% on Rs. 62.60 Coaltarring as per item no. 653 & 652 per
%o %o each
no. no.
day day day %
sft.
500 500 20
no. no. no.
1 2 2
no. no. no.
100
sft.
100.00 100.00
Total 535-
Laying rainforced brick slab with and including supply of first class bricks laid in cement mortar consisting of one part cem three parts approved coarse sand excluding supply of reinforcement and its bending but including its fixing in position and bi the same with 24 B.W.G.I. binding wire & including centering and shuttering and necessary & also including cost of binding supply of all materials, labour & T&P etc. required for proper completion of the work. Taking a roof ares = 12'x8'=96 sft. Height of roof slab = 12' Cubical contents 96x3/8 = 36 cft. Bricks first claff. 36x1200/100 Cement Coarse sand Mason mistri Mason Beldar Coolie Bhisti
per per per per per per per per
%o 50 % day day day day day
no. kg. bag cft.
432 3.6 12 1/6 3/4 3/4 1 1/4
no. bad cft. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00 Total
Centering Ballies 5no. 12ft. Length & 4" dia 60rft. Ballies 4" dia. 15no. of 12ft. each 180rft. Total Planking 96 sft. X 1/8" thick Cost of centering Ballies 4" dia %rft. Planks of country wood The materials can be used 25 times 285.60/25 Nail etc. L.s. Erection and dismantling Carpenter Beldar Coolie Fixing reinforcement in position Blacksmith Coolie
per per
% %
per per per per per
day day day day day
rft. cft.
240 12
rft. cft.
1/2 1 1 1/4 1/4
no. no. no. no. no.
Total 160.00 100.00 100.00 170.00 100.00 Total
1.5% water charges Contractor's profit @ 10% on Rs. 63.14 (excluding cost of cement & sand) Total 536-
Supply & fixing Galvanised corrugated iron roofing 24 BWG in position including supply of all materials, labour and T& required for the proper completion of the work and including wastage. 1982.50 Considering a roof area 61x32 1/2 = sft. 2x27x8x8/3 = 0.613 tons 2x27x9x8/3 = 0.692 tons
Wastage at 10% on 1.305
= Total =
Carriage to site L.s. 1"x1/4" G.I. Bolts 6"x1/4" J. Hooks Limper Washer Bitumen Washer Carpenter Beldar Sundries L.S. Contractor's profit @ 10% on Rs.3368.80
0.065 1.370
tons tons
per per per per per per
doz doz doz doz day day
50 40 90 90 12 12
doz. doz. doz. doz. no. no.
160.00 100.00
Total 537-
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. Limpe bitumen washers complete including supply of all materials, labour and T&P ect required for the proper completion of the work including wastage. Take a length of 56 rft. G.I. Plain sheet 4 nos. 8'x3' Cartage Bolts 1"'x1/4" Limper Washer Bitumen Washer Blacksmith Beldar Contractor's profit @ 10% on Rs.169.39
per
cwt.
1.1
cwt.
per per per per per
doz doz doz day day
6.5 6.5 6.5
doz. doz. doz. no. no.
3 3
170.00 100.00 Total
538-
Supplying and laving complete 4cm. (1.5") thick insulation layer of sand & clay over jackarch. Reinforced brick or reinfo 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 Mason Beldar Contractor's profit @ 10% on Rs.5.07
per
%
per per
day day
cft.
14.5
cft.
1/4 1/4
no. no.
160.00 100.00 Total
539-
Making contraction joints in terraced roof lip type including supply of necessary qnty. of filler, brick tile, all materials , labour & etc. required for proper completion of the work. Take a length of 100 rft. Brick tiles for 109 rft. Length. Tiles - 133.0 Wastage 10% = 13.3 Total : 146.3 nos. Maxphalt 30/40 Tarmastic Fuel and other T&P Mortar regarding making Gola etc. Making groove and gola on either side with surface neatly and floated Mason Beldar For filling joint. Mason Coolie Contractor's profit @ 10% on Rs. 73.67
per per per
% lbs lbs
150 37 40
no. lds lds
per per per per
day day day day
1/2 1/2 1 1
no. no. no. no.
160.00 100.00 160.00 100.00 Total
540-
As in item 539 above but of parapet type. Take a length of 100 rft. Brick tiles including 10% wastage 100x8/3 =2.93 nos. % Brick 1x100x3/4x1.1 = 147 1x100x2x4x1.1 = 880
1x100x4/3x3x1.1
= Total =
Maxphalt 30/40 Tarmastic Fuel, Tools and plants Kankar lime Throating and Champhering Mason Coolie Making joint & applying premix and tarmastic Mason Beldar Parapet making mason Beldar Plastering with cement mortarr 1.5, 100"x2.5" (Sl. No. 585) Contractor's profit @ 10% on Rs.301.82
440 1467 per per
lbs lbs
per per per
% day day
per per per per
day day day day
per
%
say
1470 67 80
nos. lds lds
cft.
30 2 1
cft. no. no.
160.00 100.00
1.5 1.5 4 2
no. no. no. no.
160.00 100.00 160.00 100.00
250
sft.
sft.
Total 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 Say 2458 Total = 2457.51 2458 Cost of sheet per % sft. Carriage to site 34 Hook bolts per doz. 34 G.I. Washer per doz. 34 Bitumen washer per doz. Sundries L.S. 2 Mistri per day 10 Carpenter per day 8 Beldar per day Contractor's profit @ 10% on Rs.2672.24
sft. sft. doz. doz. doz. no. no. no.
170.00 160.00 100.00 Total
542-
As in item 537 above but with ridges, valleys and gutters of asdestos sheets. 33 Take a length of 100 rft. 3"x6" long per pair Carriage end scaffolding L.S.
pairs Total
Ridges shall be fixed with the same hooks and bolts as already provided. Mistri Carpenter Carpenter Beldar Contractor's profit @ 10% on Rs.388.37
per per per
day day day
1 1 1.5
no. no. no.
170.00 160.00 100.00 Total
543-
Spreading over leaky roofs with bitumen paint @ 10lbs. Per % sft. or 1lbs. sq.m. including sweeping, cleaning the roof brushes, heating of the paint upto the required temperature, pouring it on th surface, spreading of necessary quantity of appr coarse sand @ 1cft. per 100 sft. and including supply of all materials, labour and T&P etc. required for proper completion o work. 10 Materials, Bitumen 10lbs. per lds lds 1 Coarse sand 1cft. per % cft. cft. 0.5 Labour Beldar per day no. 100.00 T&P L.S. Contractor's profit @ 10% on Rs.6.67 Total
544-
Supplying and laying one layer of tarfelt or any other equivelent approved materials at the junction of wall and roof or at any as per direction of the Engineer-in-charge including necessary overlap, giving a coat of approved mastic paint below the tarfe including supply of all materials, labour and T&P etc. required for proper completion of the work. Rate % sft. Tarfelt One coat of approved Mastic Paint Labour Mistri Beldar for hot work Beldar Sundries Contractor's profit @ 10% on Rs.62.61
per per per per
% lds each day day
sft.
100 25 1/4 0.5 1.5
sft. lds cft. no. no.
100.00 100.00
Total 545-
Supplying and laying one layer of tarfelt of other equivelent approved materials over roofs as per direction of the Engine charge including necessary overlap, giving a coat of approved mastic paint on the bottom and top of tarfelt, spreading of nece quantity of approved coarse sand or small size bajri and including supply of all materials, labour and T&P etc. required for p completion of the work. 110 Material 100sft. Tarfelt 110sft. per % sft. sft. 50 Two coat of approved Mastic Paint per lds lds 1/4 Labour Mistri each cft. 1 Beldar for hot work per day no. 100.00 2 Beldar per day no. 100.00 Sundries L.S. Contractor's profit @ 10% on Rs. 76.87 Total
546-
Making expansion joints with 24 gauge 6" wide aluminium sheet in walls with necessary cutting shaping of bricks if any covering joints, by means of 3/8" thick ply wood 5" wide and match painted as per direction of the Engineer-in-charge incl supply of all materials, labour and T&P etc. required for proper completion of the work. Rater per rft. Aluminium Plate 6/12 sft. Labour for cutting, shaping and fixing or plate in position L.S. 3/8" thick ply wood with gutkas and screws etc. L.s. Contractor's profit @ 10% on Rs. 1.85
per
%
sft.
0.5
sft.
.
Total 547-
Making expansion joints with 24 gauge 5" wide aluminium sheet & 8" wide tarfelt fixed with termastic in roof or floors joints approved bitumen as per direction of the Engineer-in-charge including supply of all materials, labour and T&P etc. require proper completion of the work. Rater per rft. Aluminium Plate 5/12 sft. Labour for cutting, shaping and fitting plate L.S. Providing Tarmastic and filling joints with maxphalt 30/40 L.S. Contractor's profit @ 10% on Rs. 1.72
per
%
sft.
5/12
sft.
Total
CHAPTER - 12 CEILING Sl. No. 1 551-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 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 De wood over joints, but excludings cost of ceiling joint if & when necessary but including cost of all materials, labour & T&P required for proper completion of the work. Cost of 300 sft. ceiling i.e. for a room 20"x15". Planks 1" thick 300x1/12 Add for rebates 20% Beading 400x1/12x1/8 Add for overlap at 10% Add for wastage 5% on 34.62
= = = = = Total =
Materials. Deodar planks Screws 1.5" long Carriage of materials L.S. Labour Mistri Carpenter Beldar Scaffolding L.S. Sundries L.Sl Contractor's profit @ 10%on Rs. 1108.00
25.00 5.00 4.20 0.42 1.73 36.35 per per
cft. cft. cft. cft. cft. cft. % gross
36.35 8
cft. gross
per per per
day day day
2 2 4
no. no. no.
cft.
170.00 160.00 100.00
Total 552-
As in item no. 551 above but of C.P. Teak wood. Rate as per item no. 551. Add extra cost of Teak wood @ Rs. 39.0528.05 = 11.00 per cft. Contractor's profit @ 10% Total
553-
As in item no. 551 above but of Kail or Chir wood. Rate as per item no. 551. Deduct difference of cost of Deopar and Kail 36.35 per % cft. or Chir Wood i.e. @ Rs. 28.05-16.00 = 12.05 per cft. Contractor's profit @ 10%
cft.
Total 554-
Supply and fixing A.C. plain sheets ceiling including beadings 2.5cm.x4cm. (1"x1.5") of Deodar wood, screws. bolts an materials, labour & T&P etc. complete excluding cost of ceiling joints if any required for proper completion of the work. Take a of 20"x15"=300sft. 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 Say 2.00 Total = 1.84 cft. 315 A.C. sheets per % sft. sft. 2 Deodar wood per % cft. cft. gross 3 Screws 1.5" per gross Carriage of materials L.S. 2 Labour Carpenter per day no. 160.00 2 Beldar per day no. 100.00 Scaffolding L.S. Sundries L.S. Contractor's profit @ 10%on Rs. 395.88 Total
555-
As in item no. 554 above but with C.P. Teak beading. Rate with Deodar wood (as in item 554)
Add difference in rate of Deodar and Teak wood (per sft.) 2x11/300 = 0.07 Carriage L.s. Contractor's profit @ 10% on Rs. 0.09
per
%
cft.
36.35
cft.
Total 556-
As in item 554 above but of 6" thick masonite or celotax with Deodar beading 20x15 = 300 sft. 315 Masonite or celotax 1/4" thick per % sft. sft. Deodar wood required for panels of 2.5 sft. 300x1/12x1/8 = 3.12 Wastage 10% =0.31 3.5 Materials, Deodar wood per % cft. cft. gross 3 Screws per gross Labour etc. same as in item 554 Contractor'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 Add difference in cost C.P. Teak wood and 3.5 per % cft. Deodar wood 39.05-28.05 = Rs. 11.00 per cft.
cft.
Contractor's profit @ 10% Total 558-
Supply and fixing 10mm. (3/8") thick plaster of paris (Gypsum) anhyadrous ceiling including providing Kail or Chir wood fra 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' g between with rabbit wire mest reinforcement fixed to wooden frame and applying one coat of solignum paint or other appr wood preservative to wooden frame including cost of all materials labour and tools and plants etc. required for proper comp of the work. (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 Labour Carpenter per day Beldar per day Cutting holes in walls for supporting main battens and also repairing afterwards l.s. Solignum painting or wood preservative applying 5x2x2"x11" = 18 sft. 5x2x5"x11" = 46 sft. 9x2x1.5x10" = 23 sft. 9x2x2"x10" = 30 sft. 88x2.5"x10" = 183 sft. Total = 300 sft. Hesian cloth for mixing in plaster 100/9 yds. per yds. Plaster of paris for 100 sft. of area per mds Cost of rabbit wire mest per % sft. Labour for manufacturing required size of tiles Mason Coolie For fixing in the roof Carpenter Beldar Iron screws 1" size Sundries moulds for tiles and Scaffolding L.S. 1.5% water charges on Rs. 371.29
each each each each gross
7.6 3 3
cft. no. no.
sft.
300 100/9 5 100
mds. sft.
3 3 1 1 1 5/6
no. no. no. no. gross
160.00 100.00
Contractor's profit @ 10%on Rs. 360.27 (except item no. 4) Total 559-
Same as in item 558 but plaster of paris to be 12mm. Thick (½"). Cost per Sl. No. 558 per % Add extra cost of plaster of paris per md. 1.5% water charges on extra cost Add 10% over this extra cost of Contractor's profit
sft.
100 1.25
sft. md.
Total
CHAPTER - 13 PLASTER AND POINTING Sl. No. 1 571-
Item of Work
(a)
Raking and washing surface Mason Coolie Bhisti Labour for pointing Mason Coolie Bhisti Materials K. lime Scaffolding L.S. Add 1.5% water charges Contractor's profit @ 10% on Rs. 18.83
(b)
Unit
Qnty
Rate
3 4 2 5.00 Struck pointing with kankar lime on brick work including supply of all materials, labour and T&P ect. Required for proper comp of the work. per per per per per per per
day day day day day day %
cft.
1/4 1/4 1/10 1.5 1.5 1/4 2
no. no. no. no. no. no. cft.
160.00 100.00 130.00 160.00 100.00 130.00
Total 572-
As in item no. 571 above but for flush pointing. Raking and washing surface same as in item 571. Labour for flush pointing Mason Coolie Bhisti Materials Kankar lime Scaffolding L.S. 1.5% water charges on Rs. 15.38 Contractor's profit @ 10% on Rs. 15.61
per per per per
day day day %
cft.
1.3 1 1/4 1.5
no. no. no. cft.
160.00 100.00 130.00
Total 573-
Rubbing with kankar lime or with white lime and surkhi on brick work including supply of all materials, labour T&P etc. require proper completion of the work. Labour Mason Coolie Bhisti Scaffolding L.S. Materials Kankar lime Add 1.5% water charges on Rs. 8.78 Contractor's profit @ 10% on Rs. 8.91
per per per
day day day
per
%
cft.
1/2 1/2 1/4
no. no. no.
3.5
cft.
160.00 100.00 130.00
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 Coolie Bhisti Labour for pointing Mason Coolie Bhisti Materials Cement Fine sand of 1.25 F.M. Finishing by Iron Trowal L.S. Add 1.5% water charges on 22.06 Contractor's profit @ 10% on Rs. 17.58
per per per per per per per per
day day day day day day 50 %
kg. bag cft.
1/4 1/4 1/10 1.5 1.5 1/4 0.43 1
no. no. no. no. no. no. bag cft.
160.00 100.00 130.00 160.00 100.00 130.00
Total 575-
As in item no. 574 above but for flush pointing deduct form item 574.. Labour Mason per day Coolie per day
1/3 1/3
no. no.
160.00 100.00
Add 1.5% water charges on Rs. 2.83 Contractor'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. 1/3 Labour Mason per day 1/3 Coolie per day 1/10 Bhisti per day Add 1.5% water charges on Rs. 3.25 Contractor's profit @ 10% on Rs. 3.30
no. no. no.
160.00 100.00 130.00
Total 577-
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 mate labour and T&P etc. required for proper completion of the work. Raking and washing surface Mason Coolie Bhisti Labour for pointing Mason Coolie Bhisti Scaffolding L.S. Mortar including wastage : Cement Fine sand of 1.25 F.M. Add 1.5% water charges on Rs. 26.67 Contractor's profit @ 10% on Rs. 16.19 (except on cost of cement & sand)
per per per per per per
day day day day day day
per per
50 %
kg. bag cft.
1/4 1/4 1/10 1.33 1.33 1/3
no. no. no. no. no. no.
1 1.3
bag cft.
160.00 100.00 130.00 160.00 100.00 130.00
Total 578-
Struck cement pointing 1:2 with colouring materials to match the brick work colour including supply of all materials, labour and etc. required for proper completion of the work. Raking and washing surface Mason Coolie Bhisti Labour for pointing including mixing : Mason Coolie Bhisti Materials Cement Fine sand of 1.25 F.M. Scaffolding L.S. Finishing by Iron Trowal L.S. Colouring materials for 100sft. L.S. Add 1.5% water charges on Rs. 22.9 Contractor's profit @ 10% on Rs. 18.58 (except on cost of cement & sand)
per per per per per per per per
day day day day day day 50 %
kg. bag cft.
1/4 1/4 1/10 1.5 1.5 1/4 425 1
no. no. no. no. no. no. bag cft.
160.00 100.00 130.00 100.00 130.00
Total 579-
12mm. Thick plaster with kankar lime over brick work minimum thickness not to be less than 3/8" (10mm.) thick including sup all materials, labour and T&P etc. required for proper completion of the work. Raking and washing surface. Same in above item 578. Labour for Plastering : Mason Coolie Bhisti Scaffolding L.S. Materials : Kankar lime Add 1.5% water charges on Rs. 14.73 Contractor's profit @ 10% on Rs. 14.96
per per per
day day day
per
%
cft.
3/4 3/4 1/4
no. no. no.
5
cft.
160.00 100.00 130.00
Total 580-
As in item 579 above but with cement mortar in proportion of 1:2 cement & fine sand of 1.25 F.M.
Raking and washing surface. Same in above item 579. Labour for Plastering. Same as in item no. 579. Materials Cement Fine sand of 1.25 F.M. Add 1.5% water charges on Rs. 34.24 Contractor's profit @ 10% on Rs. 10.99 (except on cost of cement & sand)
per per
50 %
kg. bag cft.
2.5 5
cft. cft.
Total 581-
As in item 579 above but with cement mortar consisting one part cement and two parts of approved coarse sand. Labour for raking, washing and plastering. Same in above item 579. Materials Cement Coarse Sand Extra labour required L.S. Add 1.5% water charges on Rs. 40.74 Contractor's profit @ 10% on Rs. 12.59 (except on cost of cement & sand)
per per
50 %
kg. bag cft.
2.5 5
cft. cft.
Total 582-
As in item 589 above but with cement and fine sand of 1.25 F.M. mortar in 1:3. Labour for raking, washing and plastering. Same in above item 580. 1.67 Materials Cement per 50 kg. bag 5 Fine sand of 1.25 F.M. per % cft. Add 1.5% water charges on Rs. 26.89 Contractor's profit @ 10% on Rs. 10.88 (except on cost of cement & sand)
cft. cft.
Total 583-
As in item 579 above but with cement and approved coarse sand in 1:3.. Labour for raking, washing and plastering. Same in above item 581. Materials Cement per 50 kg. bag Coarse Sand per % cft. Add 1.5% water charges on Rs. 21.41 Contractor's profit @ 10% on Rs. 12.48 (except on cost of cement & sand)
1.42 5
bag cft.
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 Fine sand of 1.25 F.M. Add 1.5% water charges on Rs. 23.11 Contractor's profit @ 10% on Rs. 10.83 (except on cost of cement & sand)
per per
50 %
kg. bag cft.
1.25 5
cft. cft.
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. Materials Cement Fine sand of 1.25 F.M. Add 1.5% water charges on Rs. 20.90
per per
50 %
kg. bag cft.
0.85 5
cft. cft.
Contractor's profit @ 10% on Rs. 10.79 (except on cost of cement & sand) 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. 0.7 Materials Cement per 50 kg. bag 5 Fine sand of 1.25 F.M. per % cft. Add 1.5% water charges on Rs. 19.33 Contractor's profit @ 10% on Rs. 10.76 (except on cost of cement & sand)
cft. cft.
Total 586-
(a) As in schedule item 579 above but with cement, white lime, coarse sand and (per%sft.). Labour for raking, washing surface as above. Same as in item no. 586. 0.7 Materials Cement per 50 kg. bag 0.8 White lime per % cft. 0.8 Coarse sand per % cft. 0.4 Local sand per % cft. Add 1.5% water charges on Rs. 21.83 Contractor's profit@10%on Rs.12.57 (except on cement,coarse sand & local sand)
local sand in proportion of 1:1:2:5 com
cft. cft. cft. cft.
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). 0.7 Materials Cement per 50 kg. bag cft. 0.8 White lime per % cft. cft. 1.6 Coarse sand per % cft. cft. 0.4 Local sand per % cft. cft. Add 1.5% water charges on Rs. 22.87 Contractor's profit @ 10% on Rs. 12.58 (except on cement, coarse sand & local sand) Total
587-
Add for extra labour to all items of plaster if done in ceiling. Extra labour : Mason per day Extra of scaffolding Wastage for mortar L.S. 1.5% water charges Contractor's profit @ 10%
1/4
no.
160.00
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 above 0.7 Materials Cement per 50 kg. bag bag 5 Fine sand of 1.25 F.M. per % cft. cft. 0.7 White lime per % cft. cft. Add 1.5% water charges on Rs. 20.87 Contractor's profit @ 10% on Rs. 12.33 (except on cost of cement & sand) Total
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 Coolie Bhisti Cost of mud and other sundries L.S. Contractor's profit @ 10% on Rs. 6.69
per per per
day day day
0.5 0.5 1/10
no. no. no.
100.00 100.00 130.00
Total 590-
2cm. (3/4") thick stucco plaster resembling marble finish, 1st coat 10mm. (3/8") thick with 1:4 cement and approved coarse intermediate coat 5mm. Thick with cement and marble dust 1:1 and final coat 5mm. (3/16") thick with rich lime throughtly slak passed through fine sieve and mixed and grinded with white marble dust or gypsum alongwith required quantity of matelic ox 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. Materials Cement Coarse sand Labour for raking, joints, washing and polishing Mason Coolie Bhisti Intermediate coat 1/4" thick 1:1 cement and marble dust. Cement Marble Labour : Mason Coolie Final Coat : White lime Marble dust or gypsum Linseed (orcinary) Chali Muslin Labour for rendering final coat including rubbing and polishing. Mason Coolie Bhisti Beldar special for polishing Cost of rubbing stones L.S. Add 1.5% water charges on Rs. 112.37 Contractor's profit @ 10% on Rs. 89.30 (except on cost of cement & sand)
per per
50 %
per per per
day day day
per per per per per per per per per
50 % day day % % gall. kg. yard
per per per per
day day day day
kg. bag cft.
kg. bag cft.
cft. cft.
1 4.5
bag cft.
1.3 1.3 1/4
no. no. no.
0.8 1 3/4 3/4 1 1 0.5 2 2
bag cft. no. no. cft. cft. gall. kg. yds
2 2 1/4 5
no. no. no. no.
160.00 100.00 130.00
160.00 100.00
160.00 100.00 130.00 100.00
Total 591-
2cm. (34/") thick plaster finished with marble chips on walls, pillars and steps etc. rubbed & polished to granolithic finish, base 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 p ordinary cement & 2 marble chips of required colour including supply of all materials, labour and T&P etc. rquired for p completion of the work. Same as in item 592 below. 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 Add 1.5% water charges on Rs. 15.71 Total
592-
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 % Base coarse 0.5" thick with 1:2 cement and coarse sand. Labour and materials same as in foregoing item no. 581. White Cement Marble chips
per per
%
bag. cft.
0.8 2.5
bag cft.
Sundries including carborandum and polishing L.S. Labour : Mason Coolie Bhisti Beldar for rubbing and polishing Add 1.5% water charges on Rs. 139.21 Contractor's profit @ 10% on Rs. 112.55 (except on cost of cement)
per per per per
day day day day
1.3 1.5 0.5 9
no. no. no. no.
160.00 100.00 130.00 100.00
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-
2cm. (3/4") thick pebble dash plaster with base coat 1.5cm. (9/16") thick in one cement & 4 approved coarse sand. The final co be with cement & washed fine gravel or pabbedashed on to the green plaster and pressed with large trowel, rubbing mate 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"). Materials Cement Coarse sand Labour same as in item no. 592 Final Coat : Cement Pebble and fine gravels Brush L.S. Labour : Mason Coolie Bhisti Scaffolding L.S. Add 1.5% water charges on Rs. 50.15 Contractor's profit @ 10% on Rs. 23.49 (except on cost of cement & coarse sand)
per per
50 %
kg. bag cft.
1.13 5.5
bag cft.
per per
50 %
kg. bag cft.
0.8 2.5
bag cft.
per per per
day day day
1/2 1 1/4
no. no. no.
160.00 100.00 130.00
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 Labour : Mason per day Coolie per day Bhisti per day Sundries such as Muslin pad to raise grains L.s. Add 1.5% water charges on Rs. 13.43 Contractor's profit @ 10% on Rs. 5.23 (except on cost of cement)
0.8 0.5 0.5 1/8
bag no. no. no.
160.00 100.00 130.00
Total 596-
Add extra labour and materials for plaster over rough face of one brick walls. Extra cost of cement or lime L.S. Mason per day Coolie per day Add 1.5% water charges on Rs. 2.21 Contractor's profit @ 10% on Rs. 1.09 (except on cost of cement)
1/8 1/8
no. no.
160.00 100.00
Total
597-
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 san in panels, finished with 3mm. (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply materials, labour and T&P etc. required for proper completion of the work. Cement Coarse sand Raking and washing surface : Mason Coolie Bhisti Finishing coat cement Mason Coolie Bhisti Add 1.5% water charges on Rs. 44.07 Contractor's profit @ 10% on Rs. 13.30 (except on cost of cement & sand)
per per per per per per per per per
50 % day day day 50 day day day
kg. bag cft.
kg. bag
2 6 1/4 1/4 1/10 0.25 1 1 3/8
bag cft. no. no. no. bag no. no. no.
160.00 100.00 130.00 160.00 100.00 130.00
Total 598-
Engraving lines in the plaster of outer face well vertically and horizontally to display the surface as stone facing as directed b Engineer-in-charge including labour & T&P etc. required for proper completion of the work. Add for extra labour to all item plaster. 2/3 Mason per day no. 160.00 1/8 Coolie per day no. 100.00 Add 1.5% water charges on Rs. 4.00 Contractor's profit @ 10% Total
599-
Providing and fixing water proofing materials in cement mortar for plastering or in concrete work in the proportion recomme by the Manufacturer. 1 Cost of water proofing materials per kg. kg. Extra labour for mixing L.S. 1.5% water charges Contractor's profit @ 10% Total
CHAPTER - 14 FLOORING Sl. No. 1 600-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 2.5 cm. (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved ston in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & includ 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 removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all mate labour and T & P etc. required for proper completion of the work. Stone grit 2 cm. gauge Coarse sand Cement including wastage Mistri Mason Beldar Coolie Bhisti Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 51.86 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 item no. 275
per per per per per per per per
% % 50 day day day day day
cft. cft. kg. bag
per
%
cft.
7.5 3.7 2.4 1/8 1 0.5 0.5 1/4
cft. cft. cft. or no. no. no. no. no.
25
cft.
2
bag 170.00 160.00 100.00 100.00 130.00
Total 601-
(a) As in item no 601 above but without base concrete. Rate of 1" C.C. floor with 3" base concrete as per Sl. No. 601. Deduct cost of 3" base concrete 1:4:8 cement local sand and 1.5" brick ballast as per Sl. No. 275
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. floor Add 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 Add brick ballast 3" base concrete in kankar lime (271)
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 Cement Stone grit 2 cm. Coarse sand Mistri Mason Beldar Coolie
per per per per per per per
50 % % day day day day
kg. bag cft. cft.
475 15 7.5 1/8 1.5 3/4 3/4
bag cft. cft. no. no. no. no.
170.00 160.00 100.00 100.00
Bhisti Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 105.77 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.
per
day
1/3
no.
per
%
25
cft.
130.00
Total
604(a)
As in item no. 604 above but without base concrete. Rate 2" C.C. floor with 3" base concrete as per Sl. No. 604 Deduct cost of 3" base concrete 1:4:8 cement, local sand and 1.5" brick ballast as per Sl. no.275
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 Coarse sand Stone Ballast 3/4" Mistri Mason Beldar Coolie Bhisti Sundries and phanties etc. L.S. Add 1.5% water charges on Rs. 77.23 Contractor's profit @ 10% on Rs. 17.65 except on cost of cement and ballast
per per per per per per per per
50 % % day day day day day
kg. bag cft. cft.
2.75 6.5 13 1/8 1.3 1 3/4 1/4
bag cft. cft. no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00
Total
606-
Add in item 601 to 603 and 605 when floors are polished including supply of extra cement, chapra batti, carborndum ston other materials, labour and T & P etc. required for proper completion of the work. Marble dust shall be added in the floating c ratio of 5:1 (Marble dust and cement) if necessary but no extra amount will be paid for it. This includes final finish with fr mansion pollish or other approved polish. Extra cement or cement & marble dust mortar Polishing and rubbing materials L.S. Labour for polishing and cutting : Beldar 1.5% water charges on Rs. 34.25 Contractor's profit @ 10% on Rs. 29.51 except on cost of cement
per
50
per
day
kg. bag
0.5
bag
8
nos.
100.00
Total 607-
Add to item no. 601 to 603 and 605 when coloured polished floors are laid. Polishing as in item no. 606 Cost of colour (Deep Bluish) per kg. Contractor's profit @ 10% on Rs. 15.00 Deduct 4 kg. cement 10.50x4/50=0.84
4
kg.
Total
608-
Stone floors 4 cm. (1.5") thick of Mirzapur or othere approved stone flags, set in kankar lime over and including 1 cm. (8") concrete consisting 4 cm. (1.5") gauge brick ballast & kankar lime stone flags to be of standard size with and including b stone as specified or as directed by Engineer-in-charge. Stone should be fine dressed on upper surface and all edges, joints n exceed 3 mm. (1/8") Rate to include cost of stone dressed as specified, all other materials, labour & T&P etc. required for p completion of the work. Rater per 100 sft. lime concrete bas 3" thick. As per item no. 271 1½" thick stone of standard size with top surface finally dressed including 15% wastage
per
%
cft.
25
cft.
per
%
sft.
115
sft.
Lime mortar (Kankar lime) for bedding Carriage of stone L.S. Cement slurry for joints L.S. Mestri Mason Beldar Bhisti Add 1.5% for water charges on Rs. 215.93 Contractor's profit @ 10% on Rs. 181.87 (except on cost of base concrete & cement slurry).
per
%
cft.
6
cft.
per per per per
day day day day
1/8 4 4 1/8
no. no. no. no.
170.00 160.00 100.00 130.00
Total 609-
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 consisti on part of cement and four parts of local sand and 8 parts brick of ballast. As in item no. 608. Deduct for line concrete base Lime mortar for setting including contractor's profit
10% Total
Add 3" base with cement concrete 1:4:8 Sl. No. 275 Cement Fine sand of 1.25 F.M.
per
%
cft.
25
cft.
per per
50 %
kg. bag cft.
1 4
bag cft. Total
610-
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 lime and 2 surkhi mortar. As in item no. 609. Deduct for cement concrete base Add 3" base concrete in one white lime and two surkhi mortar (272)
per
%
cft.
25
cft.
per
%
cft.
25
cft. Total
611-
As in item no. (608, 609 and 610) above but upper surface and edges chiesel dressed and joints upto 6 mm. (1/4") thick. D from items (608, 609 and 610). Same as in item 608 above Deduct lime concrete 3" base Stone flags of standard size chiesel dressed including 110 10% wastage per % cft. cft. 6 Cost of lime mortar per % cft. cft. 4 Mason per day no. 160.00 Cement slurry for joints L.S. 4 Beldar per day no. 100.00 1/8 Bhisti per day no. 130.00 Sundries L.S. Contractor's profit @ 10% on Rs.135.49 except on lime concrete & cement slurry cost of cement and ballast So net deduction to be made 237.37per % sft. 198.96=Rs. 38.38
Total 612-
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. & po with cement mortar 1:2 over and including 8 cm. (3") brick ballast base concrete with kankar lime including supply of all mate labour & T&P etc. required for proper completion of the work. Rate per sft.-3" base concrete in kankar Lime as per item no. 271 1st class bricks Cement Fine sand of 1.25 F.M. Cement pointing 1:2 cement and local sand mortar (item 574-576) Mestri Mason Beldar Coolie Bhisti Add 1.5% water charges on Rs. 113.87 Contractor's profit @ 10% on Rs. 46.97 except on cost of cement, sand, base concrete and pointing.
per per per per
% 30 50 %
cft. no. kg. bag cft.
25 530 1.25 8.5
cft. no. bag cft.
per
%
sft.
100
sft.
per per per per per
day day day day day
1/10 1 1 1 1/4
no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00
Total 613-
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 in item no. 612. Deduct cost of 3" base concrete in kankar lime as per item 271 Add cost of 3" base concrete in birck ballast, white lime and surkhi in ratio of 100:16:32 as per item 273
per
%
cft.
25
cft.
per
%
cft.
25
cft. Total
614-
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 eight parts of brick ballast. As in item no. 612. Deduct cost of 3" base concrete in kankar lime as per item 271 Add cost of 3" base concrete in 1:4:8 cement, fine sand of 1.25 F.M. and birck ballast.
per
%
cft.
25
cft.
per
%
cft.
25
cft. Total
615-
First class brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and incl supply of all materials, labour and T & P etc. required for proper completion of the work. Preparation of base, dressing, ramming and sprinking water. Beldar Coolie Bricks Sand Mason Beldar Contractor's profit @ 10% on Rs. 46.92
per per per per per per
day day % % day day
o no. cft.
0.5 0.5 530 10 1 1
no. no. no. cft. no. no.
100.00 100.00
160.00 100.00 Total
616-
As in item no. 612 above but bricks , laid flat. Rate for 100 sft. :- 3' base concrete in kankar. Lime as per item no. 271 1st class bricks
per per
% %
cft. no.
25 350
cft. no.
Cement Fine sand of 1.25 F.M. Cement pointing 1:2 cement and fine sand of 1.25 F.M. mortar Mistri Mason Beldar Coolie Bhisti Add 1.5% water charges on Rs. 95.67 Contractor's profit @ 10% on Rs. 31.18 (except on base concrete, pointing cement and sand.
per per
50 %
kg. bag cft.
0.9 7
bag cft.
per
%
sft.
100
sft.
per per per per per
day day day day day
1/10 3/4 0.5 1 1/4
no. no. no. no. no.
170.00 160.00 100.00 100.00 130.00
Total 617-
As in item no. 613 above but bricks laid flat. As in item no. 616 Deduct cost of 3" base concrete kankar lime Add cost of 3" base concrete in brick ballast, white lime and surkhi in ratio of 100:16:32 (item no. 272)
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 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.
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 Sand Mason Beldar Contractor's profit @ 10% on Rs. 32.65
per per per per
% % day day
o no. cft.
350 8 1 1
no. cft. no. no.
160.00 100.00 Total
620-
Granolithic marble flooring 2.5 cm. (1") thick consisting of one part cement, two parts of approved coarse sand and 4 parts of (3/4") graded approved stone chips including 6 mm. (1/4") thick surface coat with ordinary cement black, white or grey or m 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 directe Engineer-in-charge and polished by hand or machine and finally finished with french manson polish or other approved p including 8 cm. (3") kankar lime concrete base, including supply of all materials, labour and T & P etc. required for p completion of the work. Base : Lime concrete base 3" thick as per item 25 per % cft. cft. 271 7 3/4"C.C. Stone chips 3/4" granite per % cft. cft. 4 Coarse sand per % cft. cft. 1.75 Cement per 50 kg. bag bag quintal 1.4 1/4" Granolithic chips : Marble chips per quintal 1 Cement per 50 kg. bag bag Sundries for rubbing and polishing L.S. 1/8 Mistri per day no. 170.00 2 Mason per day no. 160.00 2 Beldar per day no. 100.00 1/4 Bhisti per day no. 130.00 15 Beldar for cutting & polishing per day no. 100.00
Sundries L.S. like phanties etc. Add 1.5% water charges on Rs. 185.62 Contractor's profit @ 10% on Rs. 109.29 (except on base concrete, cement, sand and ballast) 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. 620 Deduct :- Cost of grey cement Add cost of white cement from market Add Contractor's profit @ 10% on Rs. 27.00
per per
50 50
kg. bag kg. bag
1 1
bag bag Total
622-
As in item no. 620 above but when coloured floors are to be made. Rate per sft. as per item no. 620 Add cost of colour (Deep bluish) per kg. Add Contractor's profit @ 10% on Rs. 15.00 Add 1.5% water charges on Rs. 15.00 Deduct Cost of 4 kg. cement per 50 kg. bag
4
kg.
4
kg. Total
623-
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 ballast. Add extra :- Difference in kankar lime, concrete and 1:4:8 base concrete per sft. 58.16-32.42/100 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. Add extra:-Difference in kankar lime and one white lime and two surkhi mortar base concrete per sft.=37.99-32.42/100 Total
625-
Granolithic marble dado 2 cm. (3/4") thick consisting of 15 mm. (9/16") thick layer of one part cement, 2 part of approved co sand including 5 mm. (3/16") thick surface coat with ordinary cement, black or white or grey or mixed marble chips passing 3 (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 & pol by hand or machine and finally finished with french mansion polish or other approved polish including supply of all materials, la and T&P etc. required for proper completion of the work. Base 12 mm. thick cement plaster 1:2 as base coat with cement and coarse. 100 sand (as per item 581) per % sft. quintal 1.4 3/8" thick rubbed to 1/4" marble chips per 1 Cement per 50 kg. bag Sundries L.S. quintal 1.4 1/4" Granolithic chips : Marble chips per 1 Cement per 50 kg. bag Sundries for rubbing and polishing L.S. 1/6 Mason Mistri per day 3/4 Mason per day 3/4 Beldar per day 1/4 Bhisti per day 15 Beldar for cutting & polishing per day Add 1.5% water charges on Rs. 142.34 Contractor's profit @ 10% on Rs. 91.36 (except on cost of cement and plaster)
sft. quintal bag quintal bag no. no. no. no. no.
170.00 160.00 100.00 130.00 100.00
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. 625 Deduct cost of grey cement Add cost of white cement from market Add Contractor's profit @ 10% on Rs. 27.00
per per
50 50
kg.bag kg.bag
1 1
bag bag Total
627-
As in item no. 625 above but when coloured dados are to be made. Rate per % sft. as per item no. 625 Add cost of colour (Deep bluish) per kg. Add Contractor's profit @ 10% on Rs. 15.00 Add 1.5% water charges on Rs. 15.00 Deduct Cost of 4 kg. cement per 50 kg. bag
4
kg.
4
kg. Total
628-
Supply & fixing 6 mm. (1/4") China white glazed in flooring or dado laid with 1:3 cement and approved coarse and mortar fin with white cement slurry jointing & polishing complete including supply of all materials, labour and T&P etc. required for p completion of the work. Take an area of 12sq. Yards- 108 sq.ft 36 Tiles required per doz. doz. 3.2 Cement per 50 kg. bag bag 12 Coarse sand per % cft. cft. 1 White cement per bag bag 4 Marble dust per cft. cft. 4 Tile layers per day no. 2 Women coolie per day no. 100.00 Sundries L.S. Add 1.5% water charges on Rs. 782.81 Contractor's profit @ 10% on Rs. 747.24 (except on cost of grey cement and sand) Total
629-
As in item no. 628 above but when NITCO or equivalent quaintity of tiles with mosaic work in light shades are used in floors dados. Take as area of 12sq. yards= 108sq.ft. Tiles required 110sft. at 2.50 per sft. 1 Total mortar required 5cft. Cement per 50 kg. bag bag 4 Coarse sand per % cft. cft. Add 1.5% water charges on Rs. 290.70 Contractor's profit @ 10% on Rs. 279.35 Total
630-
Providing & fixing aluminium strips of 16" gauge in joints of floors & skirtings at the time of laying floors, flash with floor 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. - 10.8 no. 20, 1962 CPWD analysis Materials, Aluminium sheet cut into streps=10.88lbs.
(a)
Wastage 5% = 00.54lbs. Total = 11.37 lbs. or 5.16kg. Cost of strips (Market rate) per Carriage of Strips L.S. per Labour for fixing and finishing Mason per Beldar per Sundries L.S. Add 1.5% water charges on Rs. 58.45 Contractor's profit @ 10% on Rs. 59.32
kg. kg. day day
5.16
kg.
1 1
no. no.
160.00 100.00
Total (b)
of 1/4 cm. (1.5%) depth. Take 144rft. 16' gauge 1.5' depth aluminium strip, weight = 16.25 lbs. Materials. Aluminium sheet cu strips=16.25 lbs. Wastage 5% = 0.81lbs. Total = 17.06 lbs. or 7.75kg. Cost of strips per Cartage of Strips L.S.
kg.
7.75
kg.
Labour for fixing and finishing same as in (a) above 1.5% water charges on Rs. 82.43 Contractor's profit @ 10% on Rs. 88.66 Total (c)
of 5cm. (2") depth. Take 144rft. 16' gauge 2' depth aluminium strips weight = 21.67 lbs. Materials. Aluminium sheet cu strips=21.67 lbs. Wastage 5% = 1.08lbs. Total = 22.75 lbs. or 10.34 kg. Cost of strips per Cartage of Strips L.S. Labour for fixing and finishing same as in (a) per above 1.5% water charges on Rs. 106.39 Contractor's profit @ 10% on Rs. 107.98
kg.
10.34
kg.
day
1
no.
100.00
Total 631 (a)
(b)
Providing & fixing glass strips of 3.15mm. (1/8") thickness in joints of floors & skirtings at the time of laying floors, flash with level, including labour and T&P etc. complete of 2.5cm. (1") depth. Details of cost of 144rft. or glass strips 1/8" thick. 144 Cost of strips (Market rate) per rft. rft. Carriage of Strips L.S. Labour for fixing and finishing same as in 630 (a) above Add 1.5% water charges on Rs. 22.27 Contractor's profit @ 10% on Rs. 22.60 Total of 4 cm. (1.5%) depth. Details of cost of 144rft. of glass strips 3.5mm. (1/8") thick. 144 Cost of strips (Market rate) per rft. Carriage of Strips L.S. Labour for fixing and finishing same as in 630 (a) above Add 1.5% water charges on Rs. 28.03 Contractor's profit @ 10% on Rs. 28.45
rft.
Total (c)
of 5cm. (2") depth. Details of cost of 144rft. of glass strips 1/8" thick. Cost of strips (Market rate) per rft. Carriage of Strips L.S. Labour for fixing and finishing same as in 630 (a) above Add 1.5% water charges on Rs. 32.35 Contractor's profit @ 10% on Rs. 32.83
144
rft.
Total 632-
Extra for making cheques of approved pattern on Skeleton analysis based on S.l.no. cement concrete, floor, steps, landing including 12 of 1962CPWD analysis of rates labour and T&P etc. complete. Take 100sft.Area. 1/3 Labour : Mason per day no. 160.00 1/3 Beldar per day no. 100.00 Chequered plates L.S. Add Contractor's profit @ 10% on Rs. 3.68 Total
633-
Providing & fixing aluminum angle shape, nosings (Skeleton analysis taken from 30x12x2.2mm., (1.5"x0.5"1/10" approx) fixed 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 apart and screwed with 1"x1/8" screwes and nuts, including supply of all materials, labour and T&P complete. Take 100ft. le materials. Aluminium nosings = 100ft. Wastage 5%=5ft. Total 1.5ft. Cost of nosings (Market rate)
per
rft.
105
rft.
M.S. flats 1"x1/8"x7" long 200no.=117rft. @ 0.21 lbs./rft. = 24.57lbs=11.13kg. Screws and nuts 1"x1/6" Carriage L.S. Labour : Mason Hammer man Add Contractor's profit @ 10% on Rs.157.30
per
kg.
11.13
kg.
per
gross
200
no.
per per
day day
6 6
no. no.
160.00 105.00 Total
CHAPTER - 15 PAINTING AND DISTEMPERING Sl. No. 1 641-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Painting or varnishing on iron works in small areas or new wood work with one coat or ready mixed priming painting & one co approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P 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 ar 650sf. (Priming coat on wood work). 1 Primer per gal. gal. 1.5 Painter per day no. 140.00 1.5 Coolie per day 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 Painter per day Coolie per day Sundries, brushes etc. L.S. Add Contractor's profit @ 10% on Rs. 65.24
4 1.8 1.8
litre no. no.
Paints (of superior q 140.00 100.00
Total 642-
Same as in item 641 above but for every coat after 1st coat. Details of cost for 650 sft. area. 3.5 Superior paint ready mixed per litre litre 1.5 Painter per day no. 1.5 Coolie per day no. Sundries, brushes etc. L.S. Add Contractor's profit @ 10% on Rs. 56.00
c) Superior ready mi 140.00 100.00
Total 643-
As in item 642 above but for every coat on previously painted old wood or steel work. 4.5 Take cost of 650 sft. Paint per litre litre 2.1667 Painter per day no. 2.1667 Coolie per day no. Sundries, brushes etc. L.S. Add Contractor's profit @ 10% on Rs. 73.99
Paints (of superior q 140.00 100.00
Total 644-
Painting roofs or other iron work in large area with one coat of ready mixed paint priming one coat of approved paint (B ANTISOL or equivalent) including supply of all materials, labour & T&P etc. required for proper completion of the work. Paint used should confirm I.S.I. no. 103-1950. Cost for area of 650 sft. priming coat. Paint Painter Coolie Brushes T&P scaffolding and sundries etc. L.S. Contractor's profit @ 10% on Rs. 38.25
per per per
gal. day day
1 1 1
gal. no. no.
Paints (of superior q 140.00 100.00
Painting coat for 1050 sft. Paint Painter Coolie Sundries scaffolding etc. Contractor's profit @ 10% on Rs. 67.50
per per per
litre day day
4 3 3
litre no. no.
Total Paints (of superior q 140.00 100.00
Total 645-
As in item no. 644 above but every cost after the first coat. For 1050 sft. Paint per litre Painter per day Coolie per day
3.5 2.3 2.3
litre no. no.
Paints (of superior q 140.00 100.00
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. 4.5 Paint per litre 3.5 Painter per day 3.5 Coolie per day Sundries scaffolding etc. Contractor's profit @ 10% on Rs. 77.38
litre no. no.
Paints (of superior q 140.00 100.00
Total 647-
Painting or varnishing with superial or other approved high grade enamel or superior synthetic clear varnish complete one over previously painted surface, including supply of all materials, labour nad T&P etc. required for proper completion of the Enamel or varnish to be used should confirm to I.S.I. no. 105/106/133-1950. Cost for an area of 400 sft. Enamel Painter Coolie Sundries L.S. Contractor's profit @ 10% on Rs. 45.37
per per per
litre day day
2.25 1.33 1.33
litre no. no.
h) Paint enamel (syn 140.00 100.00
Total 648-
As in item no. 647 above but for every subsequent coat on previously treated surface. 1.06 Cost for an area of 400 sft. Enamel per litre litre 1 Painter per day no. 1 Coolie per day no. Contractor's profit @ 10% on Rs. 30.60
h) Paint enamel (syn 140.00 100.00 Total
649-
One priming coat & one coat oil distemper on new work including supply of all materials, labour and T&P etc. Required for p completion of the work. 1 Painting coat, whiting per kg. kg. 1/8 Painter per day no. 140.00 1/8 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 1.36 1.5 Distempering oil distemper in paste per kg. kg. Sundries L.S. 3/8 Painter per day no. 140.00 3/8 Coolie per day no. 100.00 Sundries, brushes etc. Contractor's profit @ 10% on Rs. 1.36 Contractor'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. Sundries and putty etc. L.S. Painter per day Coolie per day Sundries, brushes etc. Contractor's profit @ 10% on Rs. 6.79
0.75
kg.
1/5 1/5
no. no.
140.00 100.00
Total 651-
As in item no. 650 above but for every coat on previously old distempered surface. 0.75 Oil Distemper in paste per kg. Sundries and putty etc. L.S. 1/4 Painter per day 1/4 Coolie per day Sundries, brushes etc. Contractor's profit @ 10% on Rs. 7.51
kg. no. no.
140.00 100.00
Total
652-
One cost hot coaltar on new surface including supply of all materials, labour and T&P etc. required for proper completion o work. 0.91 Coaltar per litre litre 1/3 Beldar per day 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. 0.75 Coaltar per litre litre 1/5 Beldar per day no. Sundries L.S. Contractor's profit @ 10% on Rs. 1.64
100.00
Total 654-
One coat solignum or other approved preservative on new wood work, including supply of all materials, labour and T&P required for proper completion of the work. 0.75 Wood preservative per litre litre 1/5 Painter per day no. 140.00 1/5 Coolie per day 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. 0.45 Wood preservative per litre litre 1/5 Painter per day no. 1/5 Coolie per day no. Sundries L.S. Contractor's profit @ 10% on Rs. 2.58
140.00 100.00
Total 656-
Oiling wood work with double boiled linseed oil including supply of all materials, labour & T&P etc. required for proper complet the work. Details for and area of 700 sft. 3.75 Linseed Oil per litre litre 3/4 Painter per day no. 140.00 3/4 Coolie per day no. 100.00 Sundries Contractor's profit @ 10% on Rs. 27.53 Total
657-
Removing paint or varnish with paint remover orr caustic proper completion of the work. Caustic Soda per Coolie per Beldar per Sundries Contractor's profit @ 10% on Rs. 3.28
soda, including supply of all matrials, labour and T&P etc. require kg. day day
3.80 1/3 1/3
kg. no. no.
100.00 100.00
Total 658-
Wax polishing new wood work with approved ready made wax polish or approved french polish after, rubbing down with paper including supply of all materials, labour and T&P etc. required for proper completion of the work. Manson (Wax) polish Painter Coolie Sundries L.S. Contractor's profit @ 10% on Rs. 11.25
per per per
kg. day day
0.50 0.50 0.50
kg. no. no.
140.00 100.00
Total
659-
As in item no. 658 aboe but repolishing wood work already wax or french polished with approved realy made wax poli approved french polish including supply of all materials, labour and T&P etc. required for proper completion of the work. Manson (Wax) polish or French Polish Painter Coolie Sundries L.S. Contractor's profit @ 10% on Rs. 5.70
per per per
kg. day day
0.30 0.30 0.30
kg. no. no.
140.00 100.00
Total 660-
Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even sh including supply of all materials, labour & T&P etc. required for proper completion of the work. (Skeleton analysis based on CPWD analysis of rates item no. 97(a). 3.40 Details of cost for 100 sft. Snowcem powder per kg. kg. 3/10 Labour :Painter per day no. 140.00 3/10 Coolie per day no. 100.00 3/8 Bhisti per day no. 130.00 Scaffoliding and Sundries etc. L.S. Add 1.5% water charges on Rs.14.90 Contractor's profit @ 10% on Rs. 15.11 Total
661-
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. (Ske analysis based on 1962 CPWD analysis of rates item no. 97(a). Take 100sq.ft. of area 1.70 Snowcem powder per kg. kg. 3/40 Labour :Painter per day no. 140.00 3/40 Coolie per day no. 100.00 1/8 Bhisti per day no. 130.00 Scaffoliding and Sundries etc. L.S. Add 1.5% water charges on Rs.6.54 Contractor's profit @ 10% on Rs. 6.64 Total
Note- 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. 1 and 24.00 per % sq.ft. respectively. 662-
Finishing walls with one coat of water proof cement paint of approved quality on previouslly old treated surface with this pa give and even shade including supply of all materials, labour and T&P etc. required for the proper completion of the (Skeleton analysis based on item no. 98 of 1962 PWD analysis of rates) Cost per %sft. Materials : Snowcem powder Labour :Painter Coolie Bhisti Sundries L.S. Add 1.5% water charges on Rs.8.56 Contractor's profit @ 10% on Rs. 8.69
per per per per
kg. day day day
2 1/5 1/5 1/8
kg. no. no. no.
140.00 100.00 130.00
Total
CHAPTER - 16 WHITE AND COLOUR WASHING Sl. No. 1 671-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 White washing on coat, including supply of all materials, labour and T&P etc. required for proper completion of the work. Materials : White lime Carriage of lime L.S. Labour : White washer Helper (Coolie) Sundries, gum, ladder etc. L.S. Contractor's profit @ 10% on Rs. 0.71
per
kg.
1
kg.
per per
day day
1/15 1/15
no. no.
140.00 100.00
Total 672-
As in item no. 671 above but two coats. White lime Carriage of lime L.S. White washer Helper (Coolie) Sundries, gum, ladder etc. L.S. Contractor's profit @ 10% on Rs. 1.16
per
kg.
2
kg.
per per
day day
1/10 1/10
no. no.
140.00 100.00
Total 673-
As in item no. 671 above but 3 coats white washing 2 coats as per item 672. Add difference in cost of one additional coat (1.28-0.78) Total
674-
Colour washing one coat using approved colouring materials of buff, blue, grey or brown shade, including supply of all mate labour and T&P etc. required for proper completion of the work. Rate for white washing on coat 671 0.25 Add cost of 0.25 kg. colouring material per kg. 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. Add extra labour required L.S. Contractor's profit @ 10% on Rs. 0.85
0.50
kg.
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) Add extra cost of 2 coats colouring materials L.S. Contractor's profit @ 10% on Rs. 0.32 Total
678-
As in item 676 above but colour washing with copper or iron sulphate on coat. Same as per colour washing on coat as per item 676 Add extra cost of colour Contractor's profit @ 10% on Rs. 0.16
Total 679-
As in item 678 above but two coats. Rate same as per colour washing two coats as item 677 Add extra cost of colour Contractor'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. 3.6 Material : Cement per 50 kg. bag kg. Carriage of cement L.S. 1/12 Labour : White washer per day no. 140.00 1/12 Helper (Coolie) per day no. 100.00 Sundries, gum, ladder L.S. Contractor's profit @ 10% on Rs. 1.44 Total
681-
One priming coat and one coat of dry distemper on new proper completion of the work. Details of cost of 100 sft. Whiting per Vinegar L.S. Labour : Painter per Coolie per Distempering Dry-distemper per Painter per Coolie per Sundries L.S. Contractor's profit @ 10% on Rs. 6.33
work, including supply of all materials, labour and T&P etc. require kg.
1.0
kg.
day day kg. day day
1/8 1/8 3/4 1/5 1/5
no. no. kg. no. no.
140.00 100.00 140.00 100.00
Total 682-
As in item 681 above but for each coat of distemper after the first coat. Distemper per kg. Painter per day Coolie per day Sundries L.S. Contractor's profit @ 10% on Rs. 3.90
0.6 1/6 1/6
kg. no. no.
140.00 100.00
Total
CHAPTER - 17 DEMOLITION & DISMANTLING Sl. No. 1 691-
Item of Work
692-
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engine charge within a distance of 60 metres. 2 (200 ft.) Beldar per day no. 100.00 2 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 11.50 Total
693-
As in item 692 above but in mud mortar. Beldar Coolie Contractor's profit @ 10% on Rs. 5.75
Unit
Qnty
Rate
3 4 2 5.00 Dismantling sundried brick work including stacking of dismantled materials as directed by the Engineer-in- charge within a dis of 60 metres (200 ft.) 3/4 Coolie per day no. 100.00 Sundries L.S. Contractor's profit @ 10% Total
per per
day day
1 1
no. no.
100.00 100.00 Total
694-
Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed b Engineer-in-charge within a distance of 60 metres (200 ft.) . 4 Beldar per day no. 100.00 4 Coolie per day no. 100.00 1/3 Blacksmith per day no. 170.00 Sundries L.S. Contractor's profit @ 10% on Rs. 26.33 Total
695-
Dismantling jack arched or wooden beam & bargas roofs, including beams & roof concrete & including stacking of disma materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.) Beldar Coolie Contractor's profit @ 10% on Rs. 11.50
per per
day day
2 2
no. no.
100.00 100.00 Total
696-
As in item 695 above but only roof concretes. Beldar Coolie Contractor's profit @ 10% on Rs. 8.62
per per
day day
1.50 1.50
no. no.
100.00 100.00 Total
697-
Dismantling cement concrete or brick or granolithic floors, including base concrete & including stacking of dismantled materia directed by the Engineer-in-charge within a distance of 60 metres (200 ft.) 3/4 Beldar per day no. 100.00 3/4 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 4.32 Total
698-
As in item 697 above but floors to be stone flagged or tiled floor. Beldar per day Coolie per day Contractor's profit @ 10% on Rs. 5.75
1 1
no. no.
100.00 100.00 Total
699-
Dismantling single tiled roof, any kind, including perlin and battens & including stacking of dismantled materials as directed b Engineer-in-charge within a distance of 60 metres (200 ft.) 1/10 Mistri per day no. 170.00 1 Beldar per day no. 100.00 1 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 6.40 Total
700-
As in item 699 above but double tiled roof. Mistri Beldar Coolie Contractor's profit @ 10% on Rs. 10.90
per per per
day day day
1/10 2 1.50
no. no. no.
170.00 100.00 100.00 Total
701-
Dismantling corrugated iron roof walls and patiotions including purlin battens and vertical supports and including stacki materials as directed by the Engineer-in-charge within a distance of 60 metres (200 ft.) 0.50 Blacksmith per day no. 170.00 0.50 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 4.00 Total
702-
Dismantling of griders, trusses & other steel work including stacking of dismantled materials as directed by the Engineer-in-ch within a distance of 60 metres (200 ft.) 0.50 Blacksmith per day no. 170.00 1.50 Beldar per day no. 100.00 Sundries L.S. Contractor's profit @ 10% on Rs. 8.78 Total
703-
Dismantling doors & windows. Including chowkhats with hold fast and including stacking of materials as directed by the Engine charge within a distance of 60 metres (200 ft.) 1/10 Mason per day no. 160.00 0.50 Carpenter per day no. 160.00 1 Coolie per day no. 100.00 Contractor's profit @ 10% on Rs. 6.35 Total
704-
Dismantling doors & windows leaves, including stacking of materials as directed by the Engineer-in-charge within a distance metres (200 ft.) 1/3 Carpenter per day no. 160.00 1/3 Beldar per day no. 100.00 Sundries L.S. Contractor's profit @ 10% on Rs. 3.65 Total
705-
Dismantling doors & windows. Including chowkhats but excluding hold fast and including stacking of materials as directed b Engineer-in-charge within a distance of 60 metres (200 ft.) 1/3 Carpenter per day no. 160.00 1/8 Mason per day no. 160.00 1 Coolie per day no. 100.00 Sundries L.S. Contractor's profit @ 10% on Rs. 6.57 Total
706-
Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres ft.) 1 Coolie per day no. 100.00 1/16 Bhisti per day no. 130.00
Contractor's profit @ 10% on Rs. 2.77 Total 707-
Racking out joints of brick work in cement or lime mortar to a depth of 1cm. (3/8") including disposal of refuse as directed b Engineer-in-charge within a distance of 60 metres (200 ft.) 3/4 Beldar per day no. 100.00 Contractor's profit @ 10% Total
708-
Scarping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 m (200 ft.) 1/3 Coolie per day no. 100.00 Contractor's profit @ 10% Total
CHAPTER - 18 WELL WORK Sl. No. 1 711-
712-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 R.C.C. work in 1:2:4 in well curbs with cement, approved coarse sand & 2cm. (3/4") gauge well graded grit, including shutte placing & fixing, of reinforcement in position, but excluding cost of reinforecement & its bending but including its binding to req shape & including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire (24B.W wire) to be supplied by the contractor free of cost. As in item 285 Cost of extra labour including contractor's profit @ 10% Total
Mild steel or iron work in cutting edge of well work, wrought to required shape & joined as necessary including supply of stee its cutting, bending and welding etc. for proper completion of work as directed by Engineer-in-charge. Blacksmith Hammer man Helper Beldar Sundries T&P cartage etc. L.S. Contractor's profit @ 10% on Rs. 22.25 Cost of steel Wastage 2½%
per per per
day day day
1 2 2
no. no. no.
per
cwt.
1
cwt.
170.00 105.00 100.00
Total 713-
Mild steel or iron work in well steining, including supply of steel and its cutting, bending and welding etc. & including cost of nuts required for proper completion of work as directed by Engineer-in-charge. 1 Blacksmith per day no. 170.00 1 Helper Beldar per day no. 100.00 1 Hammer man per day no. 105.00 2 Bottle nuts each no. Sundries T&P cartage etc. L.S. Contractor's profit @ 10% 1 Cost of steel per cwt. cwt. Wastage 5% Total
714-
Sinking of well of 2.5m(8') external diametre in ordinary soil below spring level, including supply, erection & working of all p required, as well as loading & unloading of weight bailing & unloading of weight bailing & pumping out water with machine otherwise as required 0m to 1.5m (0'-5'). 1/3 Sinker per day no. Well sinker 1.50 Skilled labour per day no. 4 Coolie per day 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 Skilled labour per Coolie per T&P and load etc. L.S. Contractor's profit @ 10% on Rs. 29.75
day day day
1 1.50 5
no. no. no.
Well sinker 100.00
Total 716-
As in item 714 above but from 3m to 5m. (10'-20'). Sinker per Skilled labour per Coolie per T&P and load etc. L.S.
day day day
1 2 7
no. no. no.
Well sinker 100.00
Contractor's profit @ 10% on Rs. 39.50 Total 717-
As in item 714 above but from 7m to 9m. (20'-30'). Sinker per Skilled labour per Coolie per T&P and load etc. L.S. Contractor's profit @ 10% on Rs. 56.00
day day day
2 2 10
no. no. no.
Well sinker 100.00
Total 718-
As in item 714 above but from 9m to 12m. (30'-40'). Sinker per Skilled labour per Coolie per T&P and load L.S. Contractor's profit @ 10% on Rs. 71.00
day day day
3 2 10
no. no. no.
Well sinker 100.00
Total 719-
As in item 714 above but from 12m to 15m. (40'-50'). Sinker per Mate with driver per Skilled labour per Driver per T&P and load etc. Contractor's profit @ 10% on Rs. 88.00
day day day day
2 1 4 1
no. no. no. no.
Well sinker 110.00 400.00
Total 719-(a)
For the diametra (External) other than above the rates shall be calculated proportionatly to their areas.
(b)
For soils other than the average soil as indicated above an increase as given below shall be allowed according to the nature o soil and work. Soft Clay 25% Hard clay 50% Kankar shingle 0.75
CHAPTER - 19 MISCELLANEOUS Sl. No. 1 725-
Item of Work
Unit
3 2 Blocks of C.P. Teak 8cmx8cmx12cm (3"x3"x4.5") supplied & fixed in wall mortar in the proportion of 1.3 and including making a hole for the same. C.P. Teak Block 3"x3"x4.5" per cft. Cement per 50 kg. bag Coarse sand per % cft. Mason per day Beldar per day Contractor's profit @ 10% on Rs. 1.33
Qnty
Rate
4 5.00 with & including cement and approved coarse 3/128 0.5 0.03 1/25 1/25
cft. bag cft. no. no.
160.00 100.00 Total
726-
Supply of approved brass cleats for clerestory window cords including their fixing to Teak wood plates 10cmx10cm (4"x4"x3/8") over blocks of C.P. Teak 8cmx8cmx12cm (3"x3"x4.5") supplied and fixed in wall with & including cement & appr coarse sand mortar in proportion of 1:3 and screws etc. and including making a hole for the same. Cost of 12 cleats Teak wood blocks Teak plates 4"x4"x3/8" Brass cleats Iron screws 2.5" Brass screws1" Carpenter Cement mortar and fixing. Same as in item (725) 0.51x12 Contractor's profit @ 10% on Rs. 45.71
each per per per per per
cft. doz. doz. doz. day
12 1/20 1 1 2 0.50
nos. cft. doz. doz. doz. no.
160.00
Total 727-
As in item 726 but with approved oxidised iron cleats. As in item 726 Deduct difference in cost of brass and iron cleats L.S. Total
728-
Supply of cotton cord for clerestory window including fixing in position. Rate for cotton cord per kg. Fixing charges L.S. Contractor's profit @ 10% on Rs. 7.75
1
kg.
Total 729-
Supply and fixing of C.P. Teak wood doors and windows cleat 10cmx7.5cmx5cm(4"x3"x2") with 5cm. (2") brass hignes incl 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 hinges 2" Carpenter Brass screws 1" Contractor's profit @ 10% on Rs. 29.99
per
cft.
1/6
cft.
per per per
doz. day doz.
1 1/3 4
doz. no. doz.
160.00
Total 730-
Supply and fixing of 10cm(4") internal dia. A.C. down pipes complete with rose head., bends and gratings & includings sup necessary M.S. clamps 2.5cmx3mm(1"x1/8") fixed to walls, with & including supply of 15cm. (6") long 6mm(1/4") dia, na including supply of all materials, labour and T&P etc. required for proper completion of the work and also inclucing repair of pla pointing etc. if damaged during fixing of pipes. Details of 30' length. 5 Cost of 6' pipe each nos. 5 Add for M.S. clamps each nos. Cement mortar L.S. 1/4 Fitter per day no. 110.00
Mason Beldar Contractor's profit @ 10% on Rs. 83.37
per per
day day
3/4 1
no. no.
160.00 100.00 Total
(b)
Shoes, shoe Holder label Contractor's profit @ 10% on Rs. 5.00
each
1 1
no. no. Total
(c)
Head including rose Carriage and fixing charges L.S. Contractor's profit @ 10% on Rs. 6.18
each
1
no.
Total (d)
Bends, Construction of Bends Carriage and fixing charges L.S. Contractor's profit @ 10% on Rs. 5.00 Grand total (a+b+c+d)
each
1
no.
Total 731-
Supply and fixing of C.P. Teak wood per rack (8cmx8cmx2.5cm)(3"x3"x1") over blocks of C.P. Teak 8Cmx8cmx12cm(3"x3"x with three brass pegs of approved design supplied and fixed in wall with & including cement & approved coarse sand mortar proportion of 1:3 and screws etc. & including making a hole for the same. Teak wood 1x5/2x4/12x1/12 Brass hole peg Brass screws 3/4" Carpenter Beldar Teak wood block 3"23"24½" (two) Cement mortar and labour L.S. Sundries L.S. Contractor's profit @ 10% on Rs. 9.45
per each per per per per
cft. doz. day day cft.
0.07 3 6 1/12 1/12 3/64
cft. nos. nos. no. no. cft.
160.00 100.00
Total 732-
Fire bricks laid in fire clay mortar including supply of fire bricks and fire clay, labour and T&P etc. required for proper completi the work . Details of cost per % cft. 1300 Fire clay bricks per % no. 14 Fire clay mortar per cwt. cwt. Sundries L.S. 4 Mason per day no. 160.00 2 Beldar per day no. 100.00 1/4 Bhisti per day no. 130.00 Sundries T&P etc. L.S. Contractor's profit @ 10% on Rs.1352.31 Total
733-
Providing & fixing at site 4cm. (1.5") C.P. Teak wood panelled partition complete with teak wood frames 10cmx8cm(4"x3" botton and side vertical at 1.5m (5') apart including supply of all brass screws, cleats, bolts, etc. all materials, labour and T&P required for proper completion of the work. Details of cost for partitions of panels 6'-8' high and 5" wide 6⅔x5=33.33 sft. materi Styles 1x4x6⅔x1/4x1/8 Rails 1x4x5x1/4x1/8 Panels 3x3x2x1.5x5/96 Add wastage 10% on 2.87 Carriage L.S. Carpanter Beldar
= = = = Total =
0.83 0.63 1.41 0.29 3.16 per per
day day
3.16
cft.
3.50 1.50
no. no.
160.00 100.00
Mistri Carpanter Screws etc. L.S. Contractor's profit @ 10% on Rs.178.21
per per
day day
1/8 1.75
no. no.
170.00 160.00
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 5.2 As per item no. 401 = 5.2 per cft. cft. Add cost of bolts etc. L.S. Total
734-
Providing & fixing plain asbestos sheets partition with 5cmx1cm )2"x3/8") deodar or Shisham wood beading including erect fixing complete with deodar or shisham frames 10cmx8cm(4"x3") top bottoms and sides verticals at 1.5m(5') apart & incl supply of all screws, bolts, nuts and cleats etc. all materials, labour and T&P etc. required for proper completion of work. Details of cost for 12'x7' Deodar wood 3x12x1/6x1/24 4x6¾x1/24 Wastage 5% on 0.44
= = = = Total =
Carriage L.S. Plain asbestos sheets 1/4" thick = 84sft. Wastage 5% Carriage L.S. Carpanter Mason Beldar Sundries screws L.S. Contractor's profit @ 10% on Rs. 111.44
84 0.25 0.19 0.02 0.46
sft.
sft.
0.46
cft.
per
sft.
88.2
cft.
per per per
day day day
1.33 1 1.50
no. no. no.
160.00 160.00 100.00
Total Deodar wood frame as above (As per item of straight work and wood work). As per item no. 404 per cft. Add cost of bolts etc. L.S.
5.2
cft. Total
735-
As in item 734 above but with masonite board partition as above Add extra cost of masonite board including contractor's prolit @ 10% Total
CHAPTER - 20 ROAD WORK Sl. No. 1 751-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Consolidation of kankar by hand rammers including opening out stacks, sorting kankar into three sizes repairing patch in ex road surface with kankar, picking up old surface, spreading kankar, making medhi to retain water and ramming and also incl carriage of metal upto 30m (100'). Carriage of water 200m. (1 furlong) supply & maintenance of barrier, caution posts, light at & including all T&P etc. required for proper completion of the work, kankar to be supplied to the contractor free at site. Taking up a length of 220'x12'=2640sft. Kankar required 2640x3/8 = 990cft. Beldar for cris cross lines and sweeping and per day taking out kankar dug Preparing earth & making medhi mazdoor per day Opening out stack & sooting into sizes beldar per day Mazdoor Carriage of kankar & spreading on surface, Mazdoor Hand packing Beldar Supply of water, Mazdoor Consolidation Head Hammer man Hammer man Basi chot Beldar Leak katai L.S. T&P and night light L.S. Contractor's profit @ 10% on Rs. 120.25
2
nos.
100.00
1
no.
100.00
2
nos.
100.00
per
day
2
nos.
100.00
per
day
4
nos.
100.00
per per per per per
day day day day day
6 8 1 11 2
nos. nos. nos. nos. nos.
100.00 100.00 105.00 105.00 100.00
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) 1 Add for hire charges of roller per day no. 1/4 Steam coal per day nos. 2 Beldar per day nos. Contractor's profit @ 10% on Rs. 6.50 except on roller & coal
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 Contractor's profit @ 10% on Rs. 1.62
0.50
nos.
100.00 Total
754-
As in item no. 752 above but 8cm. (3") thick coat of brick ballast. As in item 753 Add 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 Add for extra coat to be used L.S. Contractor's profit @ 10% on Rs. 2.94
3/4
nos.
100.00
Total
756-
As in item 752 above but for 6cm (2.3") to 8cm. (3") thick, stone ballast. Consider a length of 220 rft. Materials requir 220x12x0.3=660 cft. For ctis cross lines, sweeping and taking out 2 per day nos. 100.00 kankar dug. Beldar 1 Preparing earth & making medhi mazdoor per day no. 100.00 Opening out stack, carriage and spreading on 3 per day nos. 100.00 raod surface : Beldar 8 Hand packing Beldars per day nos. 100.00 6 Supply of water, Mazdoor per day nos. 100.00 1 Consolidation Roller charges per day day 1/6 Coal per ton ton 2 Beldar per day nos. 100.00 2 Binding Beldar per day nos. 100.00 Leak katai L.S. T&P night lanterns L.S. Contractor's profit @ 10% except on coal and roller i.e. on Rs. 77.25 Total
757-
Water allowance to be allowed on item no. 751 to 756 between 15 Nov. to 31 May. 3/4 Beldar per day Contractor's profit @ 10% on Rs. 2.68
no.
100.00 Total
758-
Digging kankar including breaking, cleaning and proper stacking. Royalty to villagers Indication (digging) Beldar Coolie For hundred cft. Kankar 110 cft. of kankar as the quary will have to be dug.
royalty as well as the cost of boring to fined kankar strata excluding cartage
per per per
day day day
1/8 4 3
no. nos. nos.
100.00 100.00
Total 759-
Making mud tree guards 1 m (3'-4') internal diameter and 1m (3'-4') high above ground level. 3/4 Mason per day no. 3/4 Coolie per day no. Sundries L.S. Contractor's profit @ 10% on Rs. 6.50
160.00 100.00
Total 760-
Dag-belling 15cm. (6") deep in one line aligned, with flags and jhandies as directed by th Engineer-in-charge. Mate Beldar Contractor's profit @ 10% on Rs. 32.75
per per
day day
1 9
no. nos.
110.00 100.00 Total
761-
Painting white traffic lines 8cm. (3") wide in three coats with approved road marking paint (spirit base) as directed by the Engi on-charge, including all materials, labour and T&P etc. required for proper completion of the work. Take an area of 100 sft. line Paint (Road marking paint) Painter Beldar Sundries L.S. Contractor's profit @ 10%
per per per
litre day day
4.5 5 5
litre no. no.
140.00 100.00
Total
762-
(a) Brick soling with straight overburnt bricks laid flat and dry including preparation of subgrade to prescribed cambre and incl 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 the entire surface & including labour & T&P etc. required for proper completion of the work. Bricks per Rate of preparing subgrade and laying as per per Contractor's profit @ 10% on Rs. 19.25
%o day
350
5
nos. no. Total
(b) As in item 762(a) but with bricks laid on edge. Bricks per Rate of preparing subgrade and laying as per per Contractor's profit @ 10% on Rs.30.25
%o day
550
5
nos. no. Total
763-
Bricks on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper and its ramming, spreading a layer of 1cm. (3/8") depth of local sand over the subgrade and including supply of all mate labour and T&P etc. required for proper completion of the work. As item no. 762(b) above Extra cost of labour and 10cft. Local sand, including Contractor's profit @ 10% ( Rs. 3.00+1.00+0.40) Total
764-
Renewing patries 3metre (10') wide including dressing surface filling upto 8cm. (3") depth and making namunas at every 1 (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 fo continuous side drain at road boundry. Take a length of 1 furlong. Mate Diggers Dressers Coolie Baskets String L.S. Coal Beldar T&P L.S. Contractor's profit @ 10% Rs. 78.25
per per per per per
day day day day no.
1 10 2 12 4
no. no. no. no. no.
per per
ton day
1/6 2
ton nos.
110.00
100.00
100.00
Total 765-
Bricks edging on both sides of the road of first class bricks 8cm. (3") wide and 12cm. (4.5") deep laid with mud mortar incl labour & supply of bricks finished to required template and in proper alignment and also including dressing & rammin excavated earth as directed by the Engineer-in-charge. Take a stip of 0.5 furlong 2x330=660 rft. 8/5 Bricks per %o 1 Mason per day 1 Beldar per day 2 Coolie per day Dressing and throwing surplus materials includings stacking of road materials. 2 Coolie per day T&P Baskets and other sundries L.S. Contractor's profit @ 10% Rs. 72.50
no. no. no. no.
160.00 100.00 100.00
no.
100.00
Total 766-
Stacking of road metal to the required templete after screening at road side including dressing of side berms as required, w metal is to be stacked and including a lead upto 60 metres (200'). 1/5 Screeing Coolie per day no. 100.00 Dressing, levelling, side berms, including filling. 1/5 Coolie per day no. 100.00 1/2 Stacking Beldar per day no. 100.00 Sundries L.S.
Contractor's profit @ 10% Rs. 2.82 Total 767-
Bitumen painting (labour only) over W.B. surface (1st coat) excluding supply of paint & grit including maintenance of side p and watering them during operation for proper completion of the work as directed by Engineer-in-charge and excluding charges and its fuel but including the wages of fire-man & tar-boiler man. Take a strip of 0.5 furlong area 330x12=3960 sft. Cleaning grit : Mazdoor Cleaning sub-grade : Mazdoor Coolie Tar heating & spreading on road: Hot Belder Grit spreading Beldar Diversion watering : Beldar Misce. : Mate Work agent Tar boiler man & Fireman Sundries L.S.
per per per per per per per per per
day day day day day day day day day
1 10 8 7 5 2 1 1/2 1
no. no. no. no. no. no. no. no. no.
100.00 100.00 100.00 100.00 100.00 110.00
Total 768-
As in item 767 above but subsequent coat or painting over previously painted surface. The above labour will make an outp 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 me
769-
As in item 767 above but cold cmulsion in 2nd coat painting with bitumen covering on furlong. (As per item no. 767). Deduct labour for heating paint not required in this operation as in item 767 Extra labour required for operation L.S. Total
770-
As in item 767 above but with tar in first coat painting with bitumen ½ furlong Deduct less labour required for heating Tarper day beldar
4
no.
100.00 Total
771-
As in item 767 but with Tar in 2nd coat or other subsequent coats of painting over previously painted surface. The above labou 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. 0.1 sq.m.
772-
Scrapping old painted surface including disposal of all scraped material to a distance of 30m. (100') as desired by Engine charge. 1 Beldar per day no. 100.00 Contractor's profit @ 10% Total
773-
Laying C.C. Road slab 10cm. (4") thick consisting of 1:2:4 cement, coarse sand & approved 4cm. (1.5") gauge stone ballast, prepared sub grade after its rectifications & bringing it to proper camber & including supply of all meterials, labour and T&P required for proper completion of work, finished to required templete as directed by Engineer-in-charge but excluding cost of 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 Coarse sand Cement bag Empty bag Tar and other side forms etc. L.S. Laying of C.C. and putting forma and temping etc. Mistri Mason Mate
per per per each
cft. % 50
119 60 25 15
cft. cft. no. no.
per
day
1/6
no.
170.00
per per
day day
2 1
no. no.
160.00 110.00
cft. kg. bag
Beldar Coolie Sub grade rectification etc. Mason Beldar Coolie Curing : Mate Coolie Diversion : Beldar Chowkidar Misce.: Supervision W/Agent Driver C.C. Mixer etc. Cleaner Beldar Coolie Water Charges 1.5% on Rs. 656.16 Contractor's profit @ 10% on 147.00
per per per per per per per per per per per per per per
day day day day day day day day day day day day day day
12 2 1/2 1 1 1 8 1 2 1/3 1/6 1/6 3 3
no. no. no. no. no. no. no. no. no. no. no. no. no. no.
100.00 100.00 160.00 100.00 100.00 110.00 100.00 100.00
100.00 100.00
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 work Contractor's profit @ 10% Total
775-
Blinding of water bound stone or kankar lime with local earth by spreading evently to an average depth of 1.5 cm (9/16") & the intersticks of the road metal. The trenches to be so dug for taking the earth that they form continuous side drain at boundary. Take a length of one furlong 1x660x12x1/24=330 Say 300cft. 300 Rate for earth work per cft. cft. Add 50% for small work Total
776-
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 incl 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. Rate for earth work Add 50% for small work
per
cft.
380
cft. Total
777-
Joint and other small cracks filling in C.C. miles after racking out the joints & removing the old Tar and other material with su materials as directed by Engineer-in-charge (Labour only) Total Joints at every 33' joints to be filled would be 5280/33 = 160 no Add 25% for other cracks = 40 nos Total : 200 nos. say 200 joints would be attended to Mate Beldar Coolie Contractor's profit @ 10% Rs. 24.62
per
day
3/4
no.
110.00
per per
day day
6 1
no. no.
100.00 100.00 Total
778-
Consolidation of kankar in patch repair from 1st June to 14 Nov. by hand rammer including opening out stacks, picking ou surface upto 8cm (3") in a rectangular form, making 5cm. (2") wide drain around the patch upto depth of 12cm. (4.5") incl carriage of kankar and water, but exclucding supply of kankar & including stacking the unserviceable materials & basi-chot 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. Mate Beldar Coolie Contractor's profit @ 10% Rs. 1.24
per per per
day day day
1/30 4/15 1/10
no. no. no.
110.00 100.00 100.00 Total
779-
As in item no 778 above but from 15 nov. to 31 may. As in item no. 778 Add for water allwoance as in item 757 Total
780-
Patch repair of painted miles with tar & bitumen (labour only) including heating of paint upto required temperature, pouring it surface spreading th necessary qnty of grit & ramming hard with hand roller or rammer & also including cleaning with brush et existing surface after sacrifying it to the W.B. surface in rectangular shape & spreading the dismantled material on the patrie 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 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. Hence consumption per mile per month = 270x12=22.50 cft. Say 25 cft. Mate per day Beldar per day Coolie per day
1 4 4
no. no. no.
110.00 100.00 100.00 Total
781-
Cleaning of existing painted surface & laying premix 2cm. (3/4") thick over a tack coat with graded approved grit & bitumen (La Only) including heating the paint to required temp. mixing either in mixer or in hand drum including cartage of material mainten of side patries & watering them during operation for proper completion of work as directed by the Engineer-in-charge. Ta length of 0.5 furlong 330x12=3960 sft. Labour for cleaning : Mazdoor Coolie Tack coat heating & spreading:Beldar Premixing, screening grit : Beldar Heating the tar & mixing grit : Beldar Coolie Spreading the premix & making into camber Beldar Diversion & watering : Mazdoor Misc.: Mate W/Agent Tar, Bitumen and fireman Sundries cartage and other T&P etc.L.S.
per per per per per per
day day day day day day
6 6 4 1 5 3
no. no. no. no. no. no.
100.00 100.00 100.00 100.00 100.00 100.00
per
day
15
no.
100.00
per per per per
day day day day
2 2 1 2
no. no. no. no.
100.00 110.00 105.00 Total
782-
As in item 781 above but in patches labour required for the work when 25cft. of grit is concumed. 1 1/4 Mate per day litre 4 Beldar (Hot) per day no. 4 Coolie per day no. Sundries L.S.
110.00 100.00 100.00 Total
783-
Cleaning the premix surface & laying seal coat with approved 6mm (1/4") graded grit & bitumen (labour only) including heatin paint to required temperature including cartage of material & including maintenance of side patries & watering them d operation as directed by Engineer-in-charge. Take a length of 0.5 furlong. Area covered 330x12=3960 sft. Labour for cleaning : Mazdoor Coolie Heating and spreading : Beldar Screening graded grit 1/4" : Beldar Spreading grit : Beldar Misc.: Mate Work Agent Tar, Boilerman and fireman Sundries cartage and other T&P etc.L.S.
per per per per per per per per
day day day day day day day day
2 2 4 1 2 1 1/4 1
no. no. no. no. no. no. no. no.
100.00 100.00 100.00 100.00 100.00 110.00
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 Coolie Tack coat Heating and spreading:Beldar Premixing, Screening grit, Beldar Heating and Tar mixing grit : Beldar Coolie Spreading the premix & making into camber Beldar Diversion and watering : Beldar Misc.: Mate Work Agent Tar, Boilerman and fireman etc. Sundries cartage and T&P etc.L.S.
per per per per per per
day day day day day day
10 10 6 1 5 3
no. no. no. no. no. no.
100.00 100.00 100.00 100.00 100.00 100.00
per
day
15
no.
100.00
per per per per
day day day day
2 3 1 2
no. no. no. no.
100.00 110.00
Total 785-
Brick soling with straight over burnt bricks lade flat & dry (labour only) including preparation of sub grade to prescribed ca filling joints with local earth spreading blinding coat, 1cm. (3/8") depth of local earth over the entire surface & including labo T&P etc. required for proper completion of the work. 100sft. preparation of sub grade. Mazdoor Laying bricks : Mason Mazdoor Spreading earth : Mazdoor Contractor's profit @ 10% Rs. 6.00
per per per per
day day day day
1 1/6 1/2 1/2
no. no. no. no.
100.00 160.00 100.00 100.00 Total
786-
As in item 785 above but with brick laid on edge. Same as in item 785 Add extra mason for laying per Contractor's profit @ 10% Rs. 1.25
day
1/5
no.
160.00 Total
CHAPTER - 21 ANNUAL REPAIRS Sl. No. 1 791-
Item of Work
Unit
Qnty
Rate
3 4 2 5.00 Maintenance of terraced roofs filling up cracks before rains with approved bituminous filler & stopping leaks during rains incl supply of all materials, labour & T&P etc. required for proper completion of the work. Take an area of %o sft. Cleaning : Coolie Bitumen filling and other minor repairs Contractor's profit @ 10% Rs. 4.50
per
day
1
no.
100.00
Total 792-
Maintenance of Allahabad or Frizoni tiled roofs including replacing of broken tiles not exceeding 2% and adjusting misplaced before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper complet work. Take an area of 100sft. Replacing broken tiles flat 2% of 105 nos. = 2.10 Flat round = 2.10 5 Total = 4.20 per %o no. 1/20 Mason per day no. 160.00 1/20 Coolie per day no. 100.00 Mortar and other sundries L.S. Contractor's profit @ 10% Rs. 1.66 Total
793-
Maintenance of roofs of large size country tiles including replacing broken tiles not exceeding 5% and adjusting misplaced before rains and stopping leaks during rains including supply of all materials, labour and T&P etc. required for proper complet the work. Take an area of 100 sft. Replacing broken tiles flat 5% of 110 nos. = 5.50 Segmental = 5.50 11 Total = 11.00 per %o no. 1/30 Mason per day no. 160.00 1/30 Coolie per day 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 793 Add 25% above for small size Total
795-
Relaying large size country tiles roofs with old and new materials including taking down tiles and bamboo, framing, rene framing with upto 5% new materials & relaying tiles with upto 25% new tiles including supply of new Bamboos tiles, all mat labour and T&P etc. required for proper completion of the work. Take an area of 100sft. Dismantling as per item no. 699 Materials:Flat tiles 25% of 110no. Segmental 25% Bamboos 5% of 40nos. Chatai 5% of 120 sft. Relaying: Thatcher Coolie Contractor's profit @ 10% Rs. 23.61
= = Total =
27 28 55 per per per
no. no. per each %o day day
%o sft.
55 2 6 1.50 2
no. no. Sqft no. no.
100.00 100.00 Total
796-
Taking down and relaying single Allahabad or frizoni tiled roofs after repairs to raftes & batters including mortar, labour & T&P required for proper completion of the work (cost of any new wood work, iron work on new tiles required will be paid separately) Dismantling-50% of item (699) as wood work is not to be dismantled. 1/4 Relaying Mason per day no. 160.00 1/2 Beldar per day no. 100.00 1 Coolie per day no. 100.00 1/8 Carpenter per day 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 Beldar per day Coolie per day Carpenter per day Sundries mortar nails etc. Contractor's profit @ 10% Rs. 20.12
1 1 1 1/4
no. no. no. no.
100.00 100.00 160.00
Total 798-
Filling eaves and ridges of Allahabad tiled roof with cememnt mortar consisting of one part of cement and 6 parts of fine sa 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Mason Coolie Carpenter Mortar Sundries L.S. Contractor's profit @ 10% Rs. 0.37
per per per
day day day
1/40 1/40 1/4
no. no. no.
160.00 100.00 160.00
Total 799-
Filling eaves and ridges of country tiled roof with mud including mud, labour and T&P etc. required for proper completion o work. 1/40 Beldar per day no. 100.00 1/4 Carpenter per day no. 160.00 Mud mortar and Sundries L.S. Contractor's profit @ 10% Rs. 0.11 Total
800-
Repair to plaster or pointing in patches including removal of old plaster, racking out joints to 1cm(3/8") depth. Watering the and then replastering or repointing with the same mortar in proportion of mortar as the existing surface, including supply 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.
801-
Repair to 2.5cm.(1") cement concrete flooring patches including digging upto 10cm (4") depth renewing 8cm. (3") base con 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. consisting of 1 part cement 2 parts approved coarse sand & 4 parts approved stone grit including supply of all materials, la 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%.
802-
Cleaning silt from road culvert upto 6 metre (20') span & in length of 18 metre (60') & throwing the earth silt to the place within boundary including dressing leveling & ramming the same as directed by the Engineer-in-charge. Take a culvert of 10' span in width & the depth of silt 1ft. average of each work 60x10x1=600cft. 1/8 Labour for %ocft. Mistri per day no. 170.00 8 Beldar per day no. 100.00 10 Coolie per day no. 100.00
Dressing and Ramming L.S. T&P and other Sundries L.S. Contractor's profit @ 10% Rs. 54.81 Total 803-
Cleaning of well and throwing the silt to the place as directed by Engineer-in-charge including dressing leveling and rammin same. Take a well of 3' internal dia. Sinker Beldar Coolie T&P and Sundries L.S. Contractor's profit @ 10% Rs. 12.00
per per per
day day day
1/2 1 2
no. no. no.
Well sinker 100.00 100.00
Total 804-
Sweeping coimney and throwing the refuse etc. beyond a distance of 60metre (200ft.) as directed by Engineer-in-charge . Coolie Sundries L.S. Contractor's profit @ 10% Rs. 1.08
per
day
1/3
no.
100.00
Total 805-
Blinding panes of glass including supply of all materials, labour and T&P etc. required for proper completion of the work. Tak area of 100 sft. Rate of ordinary paint 1 coat (Based as S.I. 100 per sft. sft. 641) Add 25% being smaller work Total
806-
Renewing panes of glass including supply of glass 64kg (21oz) with putty & brad including supply of all materials labour & T&P required for proper completion of the work. 1 21oz. Ground glass per sft. sft. Breakage 5% Fixing L.S. Contractor's profit @ 10% Rs. 1.22 Total
807-
Cleaning doors and windows with ordinary oil and water including supply of all materials, labour and T&P etc. required for p completion of work. 1/4 Beldar per day no. 100.00 1/8 Mustared oil per day sees Sundries T&P L.S. Contractor's profit @ 10% Rs. 1.41 Total
808-
Taking down punkhas (Labour only) Beldar Sundries T&P L.S. Contractor's profit @ 10% Rs. 0.67
per
day
1/5
no.
100.00
Total 809-
Hanging punkha (Labour only) Beldar Sundries T&P L.S. Contractor's profit @ 10% Rs. 1.10
per
day
1/3
no.
100.00
Total 810-
Easing doors and windows Carpenter Sundries T&P L.S. Contractor's profit @ 10% Rs. 0.75
per
day
1/9
no.
160.00
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 Cleat with labour etc. L.S. Contractor's profit @ 10% Rs. 0.57
each
1
no.
Total 812-
Fixing panes of glass with and including putty and brads and including supply of all materials, labour and T&P etc. require proper completion of the work. Glazer can fix 30 glasses of 1'x1'. Hence for 1sft.1/30 Glazer is required. 1/30 Glazer per day 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 carpen required. 1/25 Carpenter per day no. 160.00 Sundries, Beading and Screws L.S. Contractor's profit @ 10% Rs. 0.62 Total
814-
Cleaning panes of glass with sorit and or caustic soda including supply of all materials labour and T&P etc. required for p completion of the work. Glazer can clean 60 glasses of 1'x1'. Hence for 1sft.1/60 Glazer is required. 1/60 Glazer per day no. 120.00 Spirit, Caustic soda etc. Contractor's profit @ 10% Rs. 0.10 Total
815-
Labour for fixing door bolts on hinges or tower bolts or hasp and stopels or handles etc. to doors and windows. Carpenter c 24 such type or doors or windows fiting in a day. Hence for one fiting 1/24 carpenter is required. Carpenter Contractor's profit @ 10%
per
day
1/24
no.
160.00 Total
816-
Opening and refixing 10cm (4") rain water down pipes after cleaning including supply of all materials, labour and T&P etc. req for proper completion of the work. 1/8 Take a length of 6 rft. Carpenter per day no. 160.00 1/8 Coolie per day no. 100.00 Sundries, nails etc. L.S. Contractor's profit @ 10% Rs. 1.42 Total
817-
Painting letters upto 25cm. (1") size including supply of all materials labour and T&P etc. required for proper completion o work. One painter can write 250 letter in a day, hence cost per letter comes. 250 Brush, Paint, Sundries etc. per day no. 140.00 Contractor's profit @ 10% Total
818-
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 comes at Rs. 5.00 per day. Brush, Paint, Sundries etc. Contractor's profit @ 10% Total
819-
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 comes at Rs. 5.00 per day.
Brush, Paint, Sundries etc. Contractor's profit @ 10% Total 820-
Repainting letters upto 2.5cm. (1") size including supply of all materials labour and T&P etc. required for proper completion o work. One painter will re-write 500 letter in a day, hence cost per letter comes at Rs. 5.00 per day. Brush, Paint, Sundries etc. Contractor's profit @ 10% Total
821-
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 cos letter comes at Rs. 5.00 per day. Brush, Paint, Sundries etc. Contractor's profit @ 10% Total
822-
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 cos letter comes at Rs. 5.00 per day. Brush, Paint, Sundries etc. Contractor's profit @ 10% Total
823-
Varnishing or polishing furniture with high grade varnish or polish after sand papering, including supply of all materials labou T&P etc. required for proper completion of the work. Take different type of furniture in working out the average rate. Name of furniture Table Chair Stool Towel rack Pillar (Bed) Tea Table Wash hand Basin Total Add 25 per% for smaller area Total
824-
Repainting road direction posts (including) lettering with super varnish or valspar or enamel paint, including supply of all mat 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. Area of paint 11/12x1x9 Direction plates 2x2x1/2x5/2 Total Add 10% extra 15 say 15 sft. per % sft. sft. 25 Re-painting letters up to 3" each no. Total Contractor's profit @ 10% Total
825-
Repainting of road caution Boards or village name plates, including lettering with super varnish or valspar or enamel pa 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 Traingle portion 2x1/2x15/12x15/12 Ractangular Plate 2x1x2x15/12x18/12
Total Add 10% extra Total 826-
As in item 825 above but when plates are enamelled Area of paint would be Add 10% extra Total Contractor's profit @ 10% Total
827-
Repainting and relettering of furlong stones of P.W.D. standard design with approved enamel paint of superior quality, incl 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 Add 10% Total 2 Say 2 sft. per % sft. sft. 1 Relettering letters up to 6" each no. Total
828-
Repainting and relettering of milestones of P.W.D. standard design with approved enamel paint of superior quality, including s of all materials labour and T&P etc. required for proper completion of the work. Repainting 2x1.3/4"x1/3" 1x2x31/3 Total 50 Relettering (average) each no. Total
829-
Repainting and relettering number plates on ends of parapets of culverts in letters from 2.5cm. To 8cm. (1" to 3") with s varnish or valspar, or enamel paint, including supply of all materials labour and T&P etc. required for proper completion of the 3 Area of painting 4x1.5x0.5 per % sft. sft. 12 Relettering letters up to 3" each no. Total
830-
As in item 827 above but for furlong stones of I.R.C., standard design as prescribed for national highway. 3 Painting (9"+4")2x1.3" = 2.7 per % sft. sft. 6 Relettering (average) each no. Total
831-
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 na highway. Repainting 2x4x3=24 0.5x4x2= 4 Relettering (average) Contractor's profit @ 10%
per
% each
sft.
28
sft.
60
no. Total
CHAPTER-1
exclusive of Contractor's profits 5% Contractor's Profit may be given while taking the ect supplier. The rates include Octori, Royalty and sales tax etc. and cartage up to 8
c) Bricks (III class d) Bricks (sundried)
a) 5.00 cm gauge
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. dia b) above 4 cm. and upto 8 cm. dia a) 8 cm. (Mean) dia. c) 12.5 cm. d) 15.00 cm. e) 20.00 cm.
Cusstic soda Cotton (string) a) Distemper (oil) in paste of best quality b) Dry Distemper ordinary of best quality Glass ordinary
in standard slab and rolls sizes.) i) Fibre-glass (density 24 kg/m2) of 25 mm. thickness for ceiling ii) - do iii)- do
40 mm. 50 mm.
iv)- do v)- do
65 mm. 75 mm.
vi) Fibre-glass (density 32 kg/m2) of 25mm. thickness for walls vii)- do viii)-do ix)- do x)- do (b) Thermocole insulation
40 mm. 50 mm. 65 mm. 75 mm.
a) Lead white best qualiry (safeda) b) Lead red powder (sindoor) a) b) c) d) e) f)
M S Flat angles Tand like wise.. M.S. Rounds up to 12 mm dia M.S. Romnds above 12 mm. dia R. S. Joits G. I. Barbed wire Sheet Galvanized plain 20 B. W. G
g) Sheet Galvanized Corrugated 24 B. W. G. plain h) Sheet black iron plain i) upto 8 mm. dia. i) upto 8 mm. dia. ii) above 8 mm. and upto 14 mm iii) above 13 mm. and upto 50 mm j) 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. thick Nails (country) Nails (wire) a) Oil (linseed double boiled) b) Oil (Turpentine) Paints (of superior quality ) a) Paint (Anti corrosive Bituminous). b) Paint Black Japan c) Superior ready mixed, paints for woodor steel (All colours) d) Ordinary quality ready mixed paint e) 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 metal k) Road marking paint (spirit base) l) i) Cement primer ii) Water proof cement paint m) Varnishes i) Clear synthetic.
iii) Ordinary Water proofing compound Polish (Mansion or wax) a) Pipe (A.C. Rain water) 8 cm.internal dia. of 6' length each b) c)
do do
10 cm dia 15 cm dia
a) Pipe (A. C. Bend and shoes) 8 cm. dia. Plain b) c)
do do
10 cm. dia 15 cm. dia
d) Pipe(A. C. Bend with access door)8 cm. dia e) f)
do do
10 cm. dia 15 cm. dia
a) SheetsfAsbestos corrugated)grey 6 mm. thick b) do (Asbestos plain) grey c) do(A. C. Ridges) d) (Gutters)
do
a) Pipe Rain water (Cast iron) 5 cm. dia. b) do 10 cm. dia a) 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) undressed b) Stone (Mirzapur) upto 5 cm. thick flag .. 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) f) Wood Chaukhat sections (Country) g) Wood Chaukhat sections (Chir) a) Wood Planks (C.P.Teak)
b) Wood Planks (Shisham) c) Wood Planks (Indian-sal) d) Wood Planks (Deodar) e) Wood Planks (Kail) f) Wood Planks (Country) g) Wood Planks (Chir wood)
…
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 d etc. including loading and unloading but excluding stacking on Pucca Roads.
2.91 0.56 0.43 0.31 0.21
0.17 0.16
e above rates as per U.P. Parivahan Ayukta(Tech) U.P. letter no. 7329 TR dt. Jan 27 Reduce the above rates by 15%
1.66 1.65 0.32 0.35 0.24 0.25 0.18 0.20 0.12 0.15 0.10 0.10 0.09 0.09
Asphalt,Mobile oil or other such material. 26Mexphalt drums. The average weight carted shall be 5 Tons per 7 Tonner Truck per 2.33 1.65 0.45 0.35 0.34 0.25 0.25 0.20 0.17 0.15 0.13 0.10 0.13 0.09
0.73
0.14
0.11
0.08
0.05
0.04
0.04
2.33
0.45
0.34
0.25
0.17
0.13
CHAPTER-4 Earth Work and Excavation Cost
6.00 am clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m. (100 fts) & avated earth into the trenches or into the space between the building and the sides of emoval and disposal of surplus earth as directed by the Engineer-in-charge upto a n trenches. 21.25 600.00 1190.00 21.25 23.00 185.55 2041.05 72.10
soil mixed with moorum/shingle kankar requiring the use of special T & P such as 21.25 800.00 700.00 28.33 46.10 159.57 1755.25 62.00
nary soil, excavation to be in the form of regular pits not exceeding £ metre (20") in 20 cm. (8") layers, including ramming & dressing the surface to required levels and and 30 m. (100") lead. The earth from cutting to be used in making embankment or to (100 ft.) distance as directed by the Engineer-in-charge. 11.00 200.00 300.00 21.25 12.50 12.30 600.00 115.71 1272.76 45.00
0 m. (100') lead or part of 30 m. (100 ft.) or for every additional 1.5 m. (5 ft.) lift or 200.00
6.10 163.96 1803.52 63.70 sary quan¬tity of sand from a distance not exceeding 8 km. (5 miles) from the site of te to include cost of all materials. labour and T & P etc. required for proper 0.00 300.00 500.00
97.50 15.40 97.66 1074.26 37.90
on in Skeleton analysis based on hill soil mixed with gravel and boulder. Schedule 21.25 1000.00 700.00 42.50 15.40 177.92 1957.07 69.10 cotton soil in Bundelkhand area requiring use of special tools and plants such as pick
21.25 800.00 600.00 28.33 15.40 146.50 1611.48 56.90
er 0.00 0.00
ach item but to limited quantities of work excavated in these difficult conditions.
egetati¬ons grass,bush,wood trees and saplings of girth upto 30 cm. measured at a oval of rubbish upto a distance of 50 metres out side the periphery of area cleared. PWD analysis of 1S55 schedule). 100.00 50.00 15.40 16.54 181.94 6.40
CHAPTER-5 Concrete Cost
6.00 st and kankar lime, in foundations and under floors, including supply of all materials, letion of the work. 1982.00 3662.67 21.25 53.33 300.00 300.00 65.00 21.25 46.10 806.93 5644.67 806.93 6451.60 96.77 654.84 7203.21 2544.17
t, white lime and surkhi in foundations and under floors in the proportions of 100 : 16 : and T&P etc. required for proper completion of the work (unslacked lime brought to
1982.00 8250.00 297.30 21.25 53.33 300.00 300.00 65.00 21.25 46.10 806.93 10529.30 806.93 11336.23 170.04 1150.63 12656.90 4470.42
st, Fine local sand of 1.25 Fineness modulous and cement in proportion of 12:6:1 in y of all materials, labour and T & P etc. required for proper completion of the work.
1982.00 611.52
1440.00 4033.52 100.838 4134.36 21.25 53.33 300.00 300.00 130.00 21.25
124.00 949.83 4134.36 949.83 5084.19 76.26
516.05 5676.50 2004.94
f 10:5:1 1982.00 637.00 1800.00 4419.00 110.48 4529.48 949.83 4529.48 949.83 5479.31 82.19
556.15 6117.66 2160.76
of 8:4:1. 1982.00 637.00 2092.50 4711.50 117.79 4829.29 949.83 4829.29 949.83 5779.12 86.69
586.58 6452.40 2279.00
Rate as per item no. 271. 129.67 per%cft Extra labour for lift and pinning.
100.00 400.00 38.40 538.40 7203.21 538.40 8.076 53.84 7803.52 2756.2 with 2.5 cm. (1") gauge including raking a shallow drain on the edge if desired by the
2123.00 1331.88
white lime and surkhi in the proportion of 100:18:36 in roof terracing, including supply for proper completion of the work (Unslacked lime brought to powder to be used).
1982.00 1664.85 269.20 297.30 4213.35 21.25 53.33 400.00 600.00 65.00 21.25 69.10 1229.93 4213.35 1229.93 5443.28 81.65 5524.93 552.49 6077.42 2146.50
proved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : 1 &P etc. required for proper completion of the work.
3881.70 859.95
4252.50 8994.15 127.81 9121.96 17.00 80.00 400.00 400.00 260.00 17.00 322.40 1496.40 9121.96 1496.40 10618.36 159.28
1077.76 11855.41 4187.30
f 6 : 3 : 1. 3967.96 888.62 2857.50
on of 8 : 4 : 1. 4054.22 917.28 2205.00
oundry posts, shelves and similar small work with cement, approved coarse sand and the proportion of 1:2:4, excluding supply of reinforcement and its binding but including W.G.G.I. binding wire, and inclu¬ding the cost of binding wire, moulds and all other proper completion of the work.
3409.20 680.00
and and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4 in lintels reinforcement and its binding but including its fixing and binding the same with 24 ary centering and shuttering etc. and also including supply of all materials, labour and he work. Binding wire cost being included in the item.
as per S.I. 283
ms, i.e. having spans above 6 m. (20')
i.e. having spans above 6 m. (20').
undation and footing with 4 cm. (1.5") gauge approved stone ballast.
3409.20 340.00
and slab roofs and R. C. C. columns.
n 1 : 1and 1/2 : 3.
189.40 47.78 1046.25
les are used. Deduct from item 282 to 238.64 61.15 297.00
auge brick ballast in schedule item no.272 to 276, instead of 4 cm. (1.5") gauge brick #VALUE! 0.00
) gauge stone ballast in schedule item no. 279 to 281 instead of 4 cm. (1 and 1/2f) 0.00 0.00
CHAPTER - 6 BRICK WORK Cost
6.00 dation and plinth including supply of all materials, labour and T & P etc. required for 3510.00 3329.70
28.33 320.00 200.00 200.00 65.00
wo surkhi mortar in foundation and plinth including supply of all materials, labour and he work. 3510.00 218.02 6050.00
hree surkhi mortar in foundation and plinth including supply of all materials, labour and he work. 3510.00 237.84 4400.00
e sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, pletion of the work. 3510.00
343.98 843.75
d fine sand of 1.25 F.M. mortar. 3510.00 343.98 1012.50
fine sand of 1.25 F.M. mortar. 3510.00 343.98 #VALUE!
fine sand of 1.25 F.M. mortar. 3510.00 343.98 1687.50
coarse sand mortar. 3510.00 515.97 1687.50
tion and plinth including supply of all materials, labour and T & P etc. required for 3510.00 0.00
per-structure including necessary cutting and moulding of bricks as required and also f wall not to be less than 1½ brick thick. Add for extra labour to above items.
160.00 100.00
k thick. Add for extra labour. 160.00 100.00
k(4½") thick. Add for extra labour.
80.00 50.00
Add for extra labour.
80.00 100.00
s (301) to (310) (310) 0.00
ct from item (301) to (310). 0.00 0.00
ation and plinth, including supply of all materials, labour and T & P etc. required for 0.00 0.00 28.33 320.00 200.00 200.00 32.50
ttering and centering add to items (301 - 307). Extra labour, centering and shuttering 320.00 100.00 200.00
ncluding shuttering & centering add to item 301-307. Extra labour, centering and 320.00 100.00 250.00
h ordinary bricks, add to item 301-307. Extra cost of labour, centering and shuttering 400.00 100.00 300.00
with specially moulded bricks. Add to item 316. Extra labour required for workmanship 80.00 200.00
6 cm. (2.1/4") projection of first class brick in kankar lime including 12mm (½") thick ing drip notch as required and including supply of all materials, labour and T & P etc.
270.00
649.29 3.40 560.00 200.00 10.83
d laster in 1:6 cement and fine sand of 1.25 F.M. Labour as per item no. 318 above.
0.00
63.70
nice in three courses with 6 cm. (21/4") projection in each course in kankar lime with gth of 100 rft.
0.00
0.00 1080.00 1997.82 8.50 1040.00 400.00 16.25
plaster and pointing in 1.6 cement and local sand mortar. 1080.00 0.00 522.00
ed for cornice, etc, including rubbed finish not exceeding 11.5 cm. (4.5") with (labour 0.00 640.00 300.00
ment mortar for doors and windows or enlarging existing opening or cutting out brick upports staging etc. cleaning site and stacking the dismantled materials at the place a distance of 60 metres (200ft.). Assuming size of opening 5ft. wide and 7 feet height holes for pins, fixing pins for proper safety of super structure and removing the came
100.00 100.00
ng them within 2 chain as directed by the Engineer-in-charge. 150.00 200.00 14.17
with first class brick laid in cement and approved coarse sand mortar 1:3 excluding ncluding its fixing in position and binding the same with 24 B.W.G.I. Binding wire and curing and also including cost of binding wire, supply of all materials labour and T&P k.
nd columns in 1:3 brick work in cement and approved coarse sand with 10mm. (3/8") oved coarse sand including supply and fixing of wire netting of required gauge where our and T&P etc. required for proper completion of the work.
0.00
0.00 42.50 25.00
0.00
e extra for brick work in circular pillar.
640.00 100.00
CHAPTER - 7 DAMP COARSING Cost
6.00 ment and approved coarse sand 1:2 with and including water proofing materials as portion as specified by the manufacturers, including supply of all materials, labour and e work and including proper curing and shuttering as necessary. 119.44 585.00 0.00 8.50 40.00 25.00 25.00 16.25
and of cement concrete consisting of one part cement 1.5 parts approved coarse sand tone grit and including water proofing materials as ordered by the Engineer-in-charge urers. 284.10 517.50 0.00 10.63 240.00 150.00 16.25
CHAPTER - 8 Cost
6.00 ved stone fine dressed, as in door sills chaukhats etc. laid in mortar consisting for 1 of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper 0.00 16.00 4.72 2.08 2.08 3.33 3.13 0.51 1.35
ed stone slabs 4cm. (1.5") thick with plain moulding on one edge and fine dressed on laid in cement mortar consisting of one part cement and 6 parts approved fine sand , labour and T&P etc. required for proper completion of the work. Take stone rough 4571.78 450.00 191.10 1200.00 32.50 170.00 150.00
oved stone chajjas 4cm. (1.5") thick with but joint and with exposed surfaces fine one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all oper completion of the work.
0.00 0.00
20.00 0.00 20.00 75.00 16.25 0.00
oved stone rushades upto 4cm. (1.5") thick over doors and windows including two lain moulding in edges of brackets all exposed surfaces to be fine dressed and stone walls to a depth of 15cm. (6") (minimum) with cement mortar consisting of one part 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper k over all width 2"-6"=2.5ft.
0.00
of Mirzapur or other approved stone 5cm. to 6cm. (2" to 2.5") thick fixed in cement t approved corase sand including supply of all materials, labour and T&P etc. required
0.00
80.00 50.00 8.33 13.33 12.50 #VALUE! #VALUE!
CHAPTER - 9 WOOD WORK Cost
6.00 including simple mouldings, straight works as in Chaukhats, including supply of all oper completion of the work.
#VALUE! 10.63 80.00 25.00
0.00
0.00
0.00
0.00
0.00
to the above item 25% above per cu.m.
work as in roof trusses, pulins, ceiling joists, etc. including supply of all materials, letion of the work. Deduct from the item (401-406).
40.00 50.00
eak wood part panelled & part glazed door and window shutters including supply and ing fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other fitting ing with two coats of Black Japan on all iron fittings if necessary & including fixing the 64 kg (21oz.) fittings with necessary screws to be supplied departmentally.
0.00 0.00 21.25 640.00 100.00 24.00
P. Teak wood beading and felt as directed by Engineer-in- charge instead of putty and d T&P etc. required for proper completion of the work.
k.
#VALUE! 0.00 40.00 12.50
#VALUE!
#VALUE! 0.00
160.00
0.00
k.
k.
k. 0.00
.
.
m Wood. 0.00
m Wood.
od.
od. 0.00
.
.
Sal Wood. 0.00
ood. 0.00
ood. 0.00
. 0.00
.
.
#VALUE! 0.00 21.25
480.00 100.00 30.00
wood.
0.00
0.00 0.00
160.00
0.00
.
.
.
.
.
0.00
od or Chir Wood. 0.00
Chir Wood. 0.00
Chir Wood. 0.00
ick. 0.00
.
.
.
.
.
0.00
eet panelled door and window shutters in 4cm. (1.5") thick Indian Sal Wood frame and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, and including painting with tow coats of Black Japan on all iron fittings if necessary. departmentally. 0.00
#VALUE! 21.25 480.00 100.00
l Wood door and window shutters with panels of heavy quality galvanized iron wire r 1/12 or 1/6 inch.) mesh or any other size with necessary beading, including supply ncluding fixing and adjustment of hinses, bolts, locks, handles, springs, and/or other ng two coats of Black Japan on all iron fittings if necessary. (Fitting with necessary
#VALUE! 0.00
od.
0.00
ood. 0.00
d. 0.00
Chir Wood. 0.00
of heavy quality iron wire gauge or expended metal of heavy quality over windows and d battens 8cm.x1cm. (3"x3/8") and including supply of necessary screws, all materials, letion of the work.
#VALUE! 0.00 40.00 25.00
Wood battens.
0.00
ns.
0.00
ens.
0.00
(1.5") thick of shisham wood including supply of necessary screws.
0.00 0.00 21.25
160.00 50.00
ood.
0.00
d.
0.00
d.
0.00
Chir Wood.
0.00
hick.
0.00
k Wood door and window shutters with 1cm. (3/8) thick ply wood rae pressed wood d stops and including fixing and adjustment of hinses, bolts, locks, handles, springs, y and including two coats of Black Japan on all iron fittings if necessary. Fitting with ally. #VALUE! 0.00 21.25 480.00 100.00
0.00
d.
0.00
and Shisham or Sal wood etc.). #VALUE!
hir or Country wood of Deodar). #VALUE!
ty (Kanju) Sitapur ply or other approved ply wood flush shuters 3cm. (11/4") thick.
6.67 2.38
oor and windows etc.
g. ( 18oz) of glass is used instead of 0.65 kg. (21oz) Deduct from items (409 to 448) 0.00
ype ( one side only) and commerical lipping approved ply wood flush shutters 4cm.
8.00 5.00
. Teak) Add extra to item 477.
f door.
af.
00m. (4") wide pelmet with 25mm. (1") diameter wooden curtain rod and brackets top ") thick including fixing with 25x3m. (1"x1/8") M.S. Flat 10cm. (4") long and plugs etc. equired.
0.00 0.00 20.00 16.00 12.50
#VALUE! 0.00
#VALUE! 0.00
#VALUE! 0.00
elmets] Take a pelment of 51/4 rft. with 4/1/4' front and 6" on each side wood required
#VALUE! 0.00 26.67 16.00 16.67
0.00 0.00
0.00 0.00
0.00
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
tain rails of heavy quality 6x9x15mm. With rollers, stop ends and brackets instead of 0.00 0.00
rtain rod with brackets, plugs etc. wherever required including painting, polishing or 0.00 0.00
0.00 0.00
um with brackets and wooden plugs etc. wherever necessary complete. Take 4.5"
#VALUE! 0.00
#VALUE! 0.00
#VALUE! 0.00
CHAPTER - 10
MILD STEEL & IRON WORK Cost
6.00 cost of joists which will be supplied free at site but including all labour in handling and T&P.
) in weight and upto 7.5 metre (24ft.) in height. 5.00 16.00 50.00 100.00
ding 300kg. (6cwt.) in weight and upto 7.5 metre (24ft.) in height. 5.00 16.00 50.00 150.00
ond 7.5 metre (24ft.). 50.00 50.00
ions such as holding down bolts, hold fasts, tie, rods, gratings etc. (when not included m, including supply of steel, bolts nuts and wastage etc. and their fixing required for 170.00 105.00 100.00
s trusses ; built up gates, door frames, record racks, roof work, gates etc. wrought to g or welding where necessary and also including supply of steel, bolts nuts etc. and he work. 170.00 105.00 30.00 100.00
nforced concrete or reinforced brick work (when not included in and over all rates) uding bending for proper completion of the work and including supply of all steel and 170.00 150.00
0.00
cm. (9"x4"). 42.50 25.00
cm. (9"x4"). 85.00 50.00
1/2'. Area 3.75 sq. inch. = 24.20 sq.cu.m. 21.25 12.50
8.50 5.00
ing 10mm. (3/8") dia & thickness of plate not exceeding 6mm. (1/4"). Labour for 100 595.00 300.00 100.00
0mm. (3/8") dia but not exceeding 20mm. (3/4") dia. and thickness exceeding 6mm. our for 100 holes. 1020.00 600.00
pipe complete with rose, heads, bends with eye hole, shoes and gratings etc. fixed to Engineer-in-charge.
0.00 0.00 0.00 0.00
80.00 100.00
cluding drilling holes and fixing in required for proper completion of the work.
56.67 35.00
0.00
fixing it to post after stretchins it, including labour and T&P etc. required for proper of posts and wire. 85.00 75.00 50.00
materials, labour etc. complete. 0.00 0.00 200.00
. In case of electric welding, per rent and cost of machine will be more and output will estimated at 20%. So rate per rft. = Rs. 2.88 per rft. Say 2.30 per rft. or Rs. 7.50 per
s required to be done at roof height 10% extra is estimated to account for less output
arage door with from of 40x40x6mm. (1.5"x1.5"x1/4") angle iron, 3.15 mm. (1/8") thick rs including supply and fixing of necessary fittings, lock rail or 15" length of oxised iron plying a priming coat of red lead paint on all sides complete.
") for diagonal braces.
0.00
#VALUE!
0.00 0.00
0.00 0.00 0.00 0.00 0.00
nal bracings and central cross piece. .
0.00
0.00
#VALUE! 0.00 0.00
eel shutters with vertical channels 20x10x2mm (3/4"x3/8"x1/12) & braced with flat iron & bottom rails fo Tiron 40x40x6mm. (1.5"x1.5"x1/4") with 38 mm. dia. steel pulleys s, handles, complete including applying a priming coat of approved red lead paint.
2 CPWD analysis of rates).
330.00 2040.00 160.00 400.00 400.00
ding shutters with frame and daigonal braces of 40x40x6mm. (1.5"x1.5"x1/4") angle unctions & corners, hooks at top, 25mm. (1") dia. pullyes at bottom 40x40x6mm. p & bottom respectively including locking arrangement with handles etc. complete and aint.
2 CPWD analysis of rates).
0.00
0.00
220.00 1190.00 200.00 200.00 20.00
ved make of 80x125mm.(3"x3.5") guage cold rolled M.S. laths inter locked through out end by end locks and mounted on specially designed pipe shaft with brackets, side de locking with push and pull operations complete but excluding the cost of top cover
2 CPWD analysis of rates).
247.50
350.00 40.00
g grade no. 2 for rolling shutters. 2 CPWD analysis of rates). 0.00
ers. 2 CPWD analysis of rates). 0.00
utters. 62 CPWD analysis of rates).
nical devise, chain & cranks operation for operating rolling shutters
62 CPWD analysis of rates).
0.00
CHAPTER - 11 ROOF WORK Cost
6.00 nd including supply of hips, ridges and eaves and includings laying them for roof work io of 1.2 or pure kankar lime and also including supplying and laying of Sal wooden surface or tiles.
n either side.
0.00 0.00
0.00 0.00
340.00 3840.00 2400.00 4800.00 1280.00 130.00
ad tiling roof. As above.
and including bambod frames containing not less than 4 (40) Bamboos per sq. m. position including supply of all materials, labour and T&P etc. required for proper s of coaltarring of bamboo frame and chatai. 0.00 0.00 0.00 0.00 0.00 0.00
200.00 0.00
y titles. 0.00 0.00 0.00
100.00 0.00 200.00
ng supply of first class bricks laid in cement mortar consisting of one part cement & supply of reinforcement and its bending but including its fixing in position and binding cluding centering and shuttering and necessary & also including cost of binding wire, uired for proper completion of the work.
0.00 0.00 0.00 28.33 120.00 75.00 100.00 32.50
0.00 0.00
80.00 100.00 100.00 42.50 25.00
roofing 24 BWG in position including supply of all materials, labour and T&P ect k and including wastage.
0.00 0.00 0.00 0.00 0.00 1920.00 1200.00
nd gutters for iron roofing fixed with jor U bolts 10mm. (3/8") dia. with G.I. Limper and of all materials, labour and T&P ect required for the proper completion of the work and
0.00 0.00 0.00 0.00 510.00 300.00
thick insulation layer of sand & clay over jackarch. Reinforced brick or reinforced 0.00
40.00 25.00
ype including supply of necessary qnty. of filler, brick tile, all materials , labour & T&P k. Take a length of 100 rft. Brick tiles for 109 rft. Length.
e a length of 100 rft.
0.00 0.00 0.00
80.00 50.00 160.00 100.00
0.00 0.00 0.00 0.00 320.00 100.00
240.00 150.00 640.00 200.00
ey corrugated asbestos sheet .
0.00 0.00 0.00 0.00 0.00 340.00 1600.00 800.00
and gutters of asdestos sheets. 0.00
170.00 160.00 150.00
aint @ 10lbs. Per % sft. or 1lbs. sq.m. including sweeping, cleaning the roof with ed temperature, pouring it on th surface, spreading of necessary quantity of approved ng supply of all materials, labour and T&P etc. required for proper completion of the 0.00 0.00 50.00
ny other equivelent approved materials at the junction of wall and roof or at any place luding necessary overlap, giving a coat of approved mastic paint below the tarfelt and &P etc. required for proper completion of the work. 0.00 0.00 0.00 50.00 150.00
other equivelent approved materials over roofs as per direction of the Engineer-incoat of approved mastic paint on the bottom and top of tarfelt, spreading of necessary ze bajri and including supply of all materials, labour and T&P etc. required for proper 0.00 0.00 0.00 100.00 200.00
wide aluminium sheet in walls with necessary cutting shaping of bricks if any, and ood 5" wide and match painted as per direction of the Engineer-in-charge including quired for proper completion of the work. 0.00
ide aluminium sheet & 8" wide tarfelt fixed with termastic in roof or floors joints with ngineer-in-charge including supply of all materials, labour and T&P etc. required for 0.00
CHAPTER - 12 CEILING Cost
6.00 r wood planks, ceiling including supply of beading 2.5 cm.x4 cm. (1"x1.5") of Deodar ing joint if & when necessary but including cost of all materials, labour & T&P etc. ost of 300 sft. ceiling i.e. for a room 20"x15".
0.00 0.00 340.00 320.00 400.00
od. Rate as per item no. 551.
ood. Rate as per item no. 551. 0.00
including beadings 2.5cm.x4cm. (1"x1.5") of Deodar wood, screws. bolts and all ng cost of ceiling joints if any required for proper completion of the work. Take a room
beading.
0.00 0.00 0.00 0.00 320.00 200.00
0.00
or celotax with Deodar beading 20x15 = 300 sft. 0.00
0.00 0.00
d beading. Rate as per item 556 0.00
of paris (Gypsum) anhyadrous ceiling including providing Kail or Chir wood frames art cross battens of 1.5" x2" at 1'-3" apart & wooden strips 1"x1/4" with 3/8' gap in fixed to wooden frame and applying one coat of solignum paint or other approved g cost of all materials labour and tools and plants etc. required for proper completion
f rates 1955 Sl. No. 41).
0.00 480.00 300.00
0.00 #VALUE! 0.00 0.00
0.00 0.00 0.00 0.00 0.00
12mm. Thick (½"). 0.00 0.00
CHAPTER - 13
PLASTER AND POINTING Cost
6.00 k including supply of all materials, labour and T&P ect. Required for proper completion 40.00 25.00 13.00 240.00 150.00 32.50
g.
208.00 100.00 32.50
and surkhi on brick work including supply of all materials, labour T&P etc. required for 80.00 50.00 32.50
r consisting of one part cement & two parts of fine sand of 1.25 F.M. 40.00 25.00 13.00 240.00 150.00 32.50
g deduct form item 574.. 53.33 33.33
deduct form item 574 and 575. 53.33 33.33 13.00
f 1.25 F.M. mortar on brick work in proportion of 1:2, including supply of all materials, letion of the work. 40.00 25.00 13.00 212.80 133.00 43.33 0.00 0.00
terials to match the brick work colour including supply of all materials, labour and T&P k. 40.00 25.00 13.00 0.00 150.00 32.50 0.00 0.00
ick work minimum thickness not to be less than 3/8" (10mm.) thick including supply of proper completion of the work.
in proportion of 1:2 cement & fine sand of 1.25 F.M.
120.00 75.00 32.50 0.00
0.00 0.00
consisting one part cement and two parts of approved coarse sand.
0.00 0.00
e sand of 1.25 F.M. mortar in 1:3.
0.00 0.00
proved coarse sand in 1:3..
0.00 0.00
e sand of 1.25 F.M. mortar in 1:4.
0.00 0.00
e sand of 1.25 F.M. mortar in 1:5.
0.00 0.00
e sand of 1.25 F.M. mortar in 1:6.
0.00 0.00
cement, white lime, coarse sand and local sand in proportion of 1:1:2:5 complete
0.00 0.00 0.00 0.00
te lime, coarse sand and local sand in proportion of 1:1:2:4. 0.00 0.00 0.00 0.00
one in ceiling. 40.00
me and fine of 1.25 F.M. mortar in proportion of 1:1:6.
0.00 0.00 0.00
ply of all materials, labour and T&P etc. rquired for proper completion of the work. 80.00
50.00 50.00 13.00
marble finish, 1st coat 10mm. (3/8") thick with 1:4 cement and approved coarse sand, nd marble dust 1:1 and final coat 5mm. (3/16") thick with rich lime throughtly slaked & nded with white marble dust or gypsum alongwith required quantity of matelic oxide to of all materials, labour and T&P etc. rquired for proper completion of the work. 0.00 0.00
208.00 130.00 32.50
0.00 0.00 120.00 75.00 0.00 0.00 0.00 0.00 0.00
320.00 200.00 32.50 500.00
chips on walls, pillars and steps etc. rubbed & polished to granolithic finish, base coat ment and 2 parts approved coarse sand & top coat 5mm. (3/16") thick with one part of ed colour including supply of all materials, labour and T&P etc. rquired for proper
. (3/16") thick coat of white cement and marble chips. Labour and materials per % sft. oarse sand.
0.00 0.00
208.00 150.00 65.00 900.00
16") thick top coat coloured as desired by the Engineer-in- charge.
0.00
e coat 1.5cm. (9/16") thick in one cement & 4 approved coarse sand. The final coat to bbedashed on to the green plaster and pressed with large trowel, rubbing materials, letion of the work.
0.00 0.00 0.00 0.00 80.00 100.00 32.50
r. Add extra to plaster items. 0.00 80.00 50.00 16.25
er rough face of one brick walls. 20.00 12.50
irting in 1:2 consisting of one part yf cement and 2 parts of approved coarse sand laid coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all oper completion of the work. 0.00 0.00 40.00 25.00 13.00 0.00 160.00 100.00 48.75
ell vertically and horizontally to display the surface as stone facing as directed by the etc. required for proper completion of the work. Add for extra labour to all items of 106.67 12.50
in cement mortar for plastering or in concrete work in the proportion recommended 0.00
CHAPTER - 14 FLOORING Cost
6.00 floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 ement, local sand and brick ballast 4 cm. (1.5") gauge in the proportion of 1:4:8 and ts of panels if any and giving them a uniform finish including supply of all materials, pletion of the work. 0.00 0.00 0.00 21.25 160.00 50.00 50.00 32.50
0.00
0.00 0.00
ncrete consisting of brick ballast, white lime and surkhi in ratio of 100.16:32
0.00
ete consisting of brick ballast & kankar lime.
thick instead of 2.5 cm. (1") thick and proportion of concrete 1:1.5:3 instead of 1:2:4 0.00 0.00 0.00 21.25 240.00 75.00 75.00
43.33
0.00
ncrete.
0.00 0.00
cm. (1.5") thick instead of 2.5 cm. (1") thick and without base concrete. 0.00 0.00 0.00 21.25 208.00 100.00 75.00 32.50
s are polished including supply of extra cement, chapra batti, carborndum stone, all d for proper completion of the work. Marble dust shall be added in the floating coat in essary but no extra amount will be paid for it. This includes final finish with french 0.00 800.00
oured polished floors are laid. 0.00
r othere approved stone flags, set in kankar lime over and including 1 cm. (8") lime k ballast & kankar lime stone flags to be of standard size with and including border -in-charge. Stone should be fine dressed on upper surface and all edges, joints not to stone dressed as specified, all other materials, labour & T&P etc. required for proper e concrete bas 3" thick. 0.00 0.00 0.00
21.25 640.00 400.00 16.25
laid in 1:4 cement and fine sand of 1.25 F.M. mortar with base concrete consisting of and 8 parts brick of ballast. As in item no. 608.
0.00 0.00 0.00
in white lime and surkhi 1:2 and base concrete consisting of brick ballast, in one white
upper surface and edges chiesel dressed and joints upto 6 mm. (1/4") thick. Deduct
0.00 0.00 640.00 400.00 16.25
mortar consisting one part of cement & six parts of fine sand of 1.25 F.M. & pointed cm. (3") brick ballast base concrete with kankar lime including supply of all materials, ion of the work.
0.00 0.00 0.00 0.00 0.00 6956060.00 160.00 100.00 100.00 32.50
ase concrete consisting of brick ballast white lime and surkhi in ratio of 100:16:32 . As 0.00 0.00
ase concrete consisting of one part of cement four parts of fine sand of 1.25 F.M. and 0.00 0.00
and filled including preparation of base to proper slope and its ramming and including equired for proper completion of the work.
50.00 50.00
160.00 100.00
0.00 0.00
0.00 0.00 0.00 17.00 120.00 50.00 100.00 32.50
0.00 0.00
0.00 0.00
0.00 0.00 160.00 100.00
consisting of one part cement, two parts of approved coarse sand and 4 parts of 2 cm. g 6 mm. (1/4") thick surface coat with ordinary cement black, white or grey or mixed ned on 1.5 mm. (1/6") mesh screen in proportion of 1:2 as specified or directed by r machine and finally finished with french manson polish or other approved polish base, including supply of all materials, labour and T & P etc. required for proper 0.00 0.00 0.00 0.00 0.00 0.00 21.25 320.00 200.00 32.50 1500.00
ent is used in top 5 mm. (1/4") layer instead of ordinary cement. 0.00 0.00
loors are to be made. 0.00
0.00
concrete consisting of one part of cement 4 parts of local sand and 8 part of brick
ncrete consisting of brick ballast, white lime and surkhi in ratio of 100:16:32.
nsisting of 15 mm. (9/16") thick layer of one part cement, 2 part of approved coarse oat with ordinary cement, black or white or grey or mixed marble chips passing 3 mm. screen in proportion of 1:2 as specified or directed by Engineer-in-charge & polished rench mansion polish or other approved polish including supply of all materials, labour of the work.
e coat with cement and coarse. 0.00 0.00 0.00 0.00 0.00 0.00 28.33 120.00 75.00 32.50 1500.00
ent is used in top 5mm. (3/16") thick layer instead of ordinary cement.
0.00 0.00
dados are to be made. 0.00
0.00
zed in flooring or dado laid with 1:3 cement and approved coarse and mortar finished complete including supply of all materials, labour and T&P etc. required for proper
0.00 0.00 0.00 0.00 0.00 0.00 200.00
r equivalent quaintity of tiles with mosaic work in light shades are used in floors and . 0.00 0.00
auge in joints of floors & skirtings at the time of laying floors, flash with floor level,
of Skeletion analysis as per S.l. aluminium stirps 16" gauge 1" depth wt. - 10.88 lbs. nium sheet cut into streps=10.88lbs. 5.16kg. 0.00 160.00 100.00
ge 1.5' depth aluminium strip, weight = 16.25 lbs. Materials. Aluminium sheet cut into
7.75kg. 0.00
2' depth aluminium strips weight = 21.67 lbs. Materials. Aluminium sheet cut into
10.34 kg. 0.00 100.00
/8") thickness in joints of floors & skirtings at the time of laying floors, flash with floor
or glass strips 1/8" thick. 0.00
t. of glass strips 3.5mm. (1/8") thick. 0.00
glass strips 1/8" thick. 0.00
rn on Skeleton analysis based on S.l.no. cement concrete, floor, steps, landing etc. abour and T&P etc. complete. Take 100sft.Area. 53.33 33.33
sings (Skeleton analysis taken from 30x12x2.2mm., (1.5"x0.5"1/10" approx) fixed with 1/8") flat iron hold fasts 180 mm. (7") long placed at PWD kanpur office). 150 mm. (6") nuts, including supply of all materials, labour and T&P complete. Take 100ft. lenght
0.00
0.00 0.00 960.00 630.00
CHAPTER - 15
INTING AND DISTEMPERING Cost
6.00 areas or new wood work with one coat or ready mixed priming painting & one coat of t of clear synthetic varnish including supply of all materials, labour and T&P etc. t to be used should conform to the I.S.I. no. 103-1950. Details of cost for an area of 0.00 210.00 150.00
ver priming coat. #VALUE! 252.00 180.00
after 1st coat. Details of cost for 650 sft. area. #VALUE! 210.00 150.00
eviously painted old wood or steel work. #VALUE! 303.33 216.67
ea with one coat of ready mixed paint priming one coat of approved paint (British ll materials, labour & T&P etc. required for proper completion of the work. Paint to be for area of 650 sft. priming coat. #VALUE! 140.00 100.00
#VALUE! 420.00 300.00
the first coat. #VALUE! 322.00 230.00
coat on previously painted old surface. #VALUE! 490.00 350.00
approved high grade enamel or superior synthetic clear varnish complete one coat pply of all materials, labour nad T&P etc. required for proper completion of the work. to I.S.I. no. 105/106/133-1950. #VALUE! 186.20 133.00
quent coat on previously treated surface. #VALUE! 140.00 100.00
n new work including supply of all materials, labour and T&P etc. Required for proper 0.00 17.50 12.50 0.00 52.50 37.50
ter the first coat. 0.00 28.00 20.00
n previously old distempered surface. 0.00 35.00 25.00
ng supply of all materials, labour and T&P etc. required for proper completion of the 0.00 33.33
first coat or on previously treated surface. 0.00 20.00
ervative on new wood work, including supply of all materials, labour and T&P etc. 0.00 28.00 20.00
ter first coat on previously treated surface. 0.00 28.00 20.00
il including supply of all materials, labour & T&P etc. required for proper completion of 0.00 105.00 75.00
er orr caustic soda, including supply of all matrials, labour and T&P etc. required for 0.00 33.33 33.33
ed ready made wax polish or approved french polish after, rubbing down with sand and T&P etc. required for proper completion of the work. 0.00 70.00 50.00
ood work already wax or french polished with approved realy made wax polish or materials, labour and T&P etc. required for proper completion of the work. 0.00 42.00 30.00
t of approved make and quality on new work with two coats to give an even shade, P etc. required for proper completion of the work. (Skeleton analysis based on 1962 0.00 42.00 30.00 48.75
f water proof cement paint after the first two coats to give an even shade. (Skeleton tes item no. 97(a). 0.00 10.50 7.50 16.25
no. 2817CB/131CB-6/67, dated 15.1.1968 for two coats and three coats are Rs. 16.50
cement paint of approved quality on previouslly old treated surface with this paint to ll materials, labour and T&P etc. required for the proper completion of the work. 962 PWD analysis of rates) Cost per %sft. 0.00 28.00 20.00 16.25
CHAPTER - 16
HITE AND COLOUR WASHING Cost 6.00 materials, labour and T&P etc. required for proper completion of the work. 0.00 9.33 6.67
0.00 14.00 10.00
ashing 2 coats as per item 672.
ouring materials of buff, blue, grey or brown shade, including supply of all materials, letion of the work. 0.00
ite washing 2 coats 672. 0.00
ouring materials of pink, green or yellow shades.
copper or iron sulphate on coat.
rials, labour and T&P etc.required for proper completion of the work. 0.00 11.67 8.33
mper on new work, including supply of all materials, labour and T&P etc. required for 0.00 17.50 12.50 0.00 28.00 20.00
emper after the first coat. 0.00 23.33 16.67
CHAPTER - 17
EMOLITION & DISMANTLING Cost
6.00 cking of dismantled materials as directed by the Engineer-in- charge within a distance 75.00
or cement mortar and including stacking of materials as directed by the Engineer-in200.00 200.00
100.00 100.00
reinforced brick work, including stacking of dismantled materials as directed by the etres (200 ft.) . 400.00 400.00 56.67
bargas roofs, including beams & roof concrete & including stacking of dismantled ge within a distance of 60 metres (200 ft.) 200.00 200.00
150.00 150.00
olithic floors, including base concrete & including stacking of dismantled materials as stance of 60 metres (200 ft.) 75.00 75.00
agged or tiled floor. 100.00 100.00
ing perlin and battens & including stacking of dismantled materials as directed by the etres (200 ft.) 17.00 100.00 100.00
17.00 200.00 150.00
patiotions including purlin battens and vertical supports and including stacking of ge within a distance of 60 metres (200 ft.) 85.00 50.00
work including stacking of dismantled materials as directed by the Engineer-in-charge 85.00 150.00
wkhats with hold fast and including stacking of materials as directed by the Engineer-in) 16.00 80.00 100.00
ng stacking of materials as directed by the Engineer-in-charge within a distance of 60 53.33 33.33
wkhats but excluding hold fast and including stacking of materials as directed by the etres (200 ft.) 53.33 20.00 100.00
al of refuse as directed by the Engineer-in-charge within a distance of 60 metres (200 100.00 8.13
lime mortar to a depth of 1cm. (3/8") including disposal of refuse as directed by the etres (200 ft.) 75.00
isposal of refuse as directed by the Engineer-in-charge within a distance of 60 metres 33.33
CHAPTER - 18 WELL WORK Cost
6.00 nt, approved coarse sand & 2cm. (3/4") gauge well graded grit, including shuttering, but excluding cost of reinforecement & its bending but including its binding to required our and T&P etc. required for proper completion of the work. Binding wire (24B.W.G.I. cost.
work, wrought to required shape & joined as necessary including supply of steel and r completion of work as directed by Engineer-in-charge. 170.00 210.00 200.00
0.00
ing supply of steel and its cutting, bending and welding etc. & including cost of bottle s directed by Engineer-in-charge. 170.00 100.00 105.00
0.00
in ordinary soil below spring level, including supply, erection & working of all plants weight bailing & unloading of weight bailing & pumping out water with machinery or #VALUE! 0.00 400.00
(5'-10'). #VALUE! 0.00 500.00
-20'). #VALUE! 0.00 700.00
-30'). #VALUE! 0.00 1000.00
0'-40'). #VALUE! 0.00 1000.00
40'-50'). #VALUE! 110.00 0.00 400.00
the rates shall be calculated proportionatly to their areas.
ated above an increase as given below shall be allowed according to the nature of the
CHAPTER - 19 MISCELLANEOUS Cost
6.00 x4.5") supplied & fixed in wall with & including cement and approved coarse sand making a hole for the same. #VALUE! 0.00 0.00 6.40 4.00
story window cords including their fixing to Teak wood plates 10cmx10cmx1cm cmx12cm (3"x3"x4.5") supplied and fixed in wall with & including cement & approved crews etc. and including making a hole for the same. 0.00 0.00 0.00 0.00 0.00 80.00
n cleats.
cluding fixing in position. 0.00
and windows cleat 10cmx7.5cmx5cm(4"x3"x2") with 5cm. (2") brass hignes including pply of all materials, labour & T&P etc. required for proper completion of the work. 0.00 0.00 53.33 0.00
.C. down pipes complete with rose head., bends and gratings & includings supply of ) fixed to walls, with & including supply of 15cm. (6") long 6mm(1/4") dia, nails & &P etc. required for proper completion of the work and also inclucing repair of plaster, . Details of 30' length. 0.00 0.00 27.50
120.00 100.00
0.00 0.00
0.00
0.00
k (8cmx8cmx2.5cm)(3"x3"x1") over blocks of C.P. Teak 8Cmx8cmx12cm(3"x3"x4.5") pplied and fixed in wall with & including cement & approved coarse sand mortar in the making a hole for the same. 0.00 0.00 0.00 13.33 8.33 0.00
pply of fire bricks and fire clay, labour and T&P etc. required for proper completion of
0.00 0.00 640.00 200.00 32.50
eak wood panelled partition complete with teak wood frames 10cmx8cm(4"x3") top luding supply of all brass screws, cleats, bolts, etc. all materials, labour and T&P etc. etails of cost for partitions of panels 6'-8' high and 5" wide 6⅔x5=33.33 sft. materials.
0.00 560.00 150.00
21.25 280.00
(As per item of straight works in wood work).
0.00
ition with 5cmx1cm )2"x3/8") deodar or Shisham wood beading including erection & mes 10cmx8cm(4"x3") top bottoms and sides verticals at 1.5m(5') apart & including c. all materials, labour and T&P etc. required for proper completion of work.
0.00
0.00 212.80 160.00 150.00
straight work and wood work). 0.00
CHAPTER - 20 ROAD WORK Cost
6.00 cluding opening out stacks, sorting kankar into three sizes repairing patch in existing ace, spreading kankar, making medhi to retain water and ramming and also including f water 200m. (1 furlong) supply & maintenance of barrier, caution posts, light at night mpletion of the work, kankar to be supplied to the contractor free at site.
ar required 2640x3/8 = 990cft. 200.00 100.00 200.00 200.00 400.00 600.00 800.00 105.00 1155.00 200.00
R/R including hire and fuel of the roller.
A) 0.00 0.00 200.00
k coat of brick ballast.
s. 50.00
oat of brick ballast.
k stone ballast.
s in excess including. 75.00
o 8cm. (3") thick, stone ballast. Consider a length of 220 rft. Materials required = 200.00 100.00 300.00 800.00 600.00 0.00 0.00 200.00 200.00
1 to 756 between 15 Nov. to 31 May. 75.00
and royalty as well as the cost of boring to fined kankar strata excluding cartage and
0.00 400.00 300.00
ameter and 1m (3'-4') high above ground level. 120.00 75.00
ed, with flags and jhandies as directed by th Engineer-in-charge. 110.00 900.00
hree coats with approved road marking paint (spirit base) as directed by the EngineerT&P etc. required for proper completion of the work. Take an area of 100 sft. lines. 0.00 700.00 500.00
laid flat and dry including preparation of subgrade to prescribed cambre and including spreading a blinding coat of 1cm. (3/8") depth of local earth of P.I. 5 to 7 or sand over tc. required for proper completion of the work. 0.00 0.00
dge. 0.00 0.00
cks laid dry, joints filled with local sand including preparation of base to proper slope (3/8") depth of local sand over the subgrade and including supply of all materials, letion of the work.
g dressing surface filling upto 8cm. (3") depth and making namunas at every 15cm. atri template with side slopes 1:2 etc. for taking the earth to be so dug that they form a a length of 1 furlong. 110.00 0.00 0.00 1200.00 0.00 0.00 200.00
rst class bricks 8cm. (3") wide and 12cm. (4.5") deep laid with mud mortar including ed template and in proper alignment and also including dressing & ramming the n-charge. Take a stip of 0.5 furlong 2x330=660 rft. 0.00 160.00 100.00 200.00
dings stacking of road materials. 200.00
ete after screening at road side including dressing of side berms as required, where pto 60 metres (200'). 20.00 g. 20.00 50.00
face (1st coat) excluding supply of paint & grit including maintenance of side parties per completion of the work as directed by Engineer-in-charge and excluding roller of fire-man & tar-boiler man. sft. 100.00 1000.00 800.00 0.00 500.00 200.00 110.00 0.00 0.00
r painting over previously painted surface. The above labour will make an output of he painting of 1 furlong. Hence rate for % sft. 3 00/2 = Rs. 1.50 or Rs.0.16 per metre.
d coat painting with bitumen covering on furlong.
painting with 400.00
er subsequent coats of painting over previously painted surface. The above labour will labour can do the painting of one furlong. Hence rate for % sft. = 1.30 or Rs. 0.14 per
osal of all scraped material to a distance of 30m. (100') as desired by Engineer-in100.00
sting of 1:2:4 cement, coarse sand & approved 4cm. (1.5") gauge stone ballast, over bringing it to proper camber & including supply of all meterials, labour and T&P etc. ed to required templete as directed by Engineer-in-charge but excluding cost of metal e a slab length of 33rft. & 4' in depth. qnty. of work involved 33x1.2x1/3=132 cft. 0.00 0.00 0.00 0.00 28.33 320.00 110.00
1200.00 200.00 80.00 100.00 100.00 110.00 800.00 100.00 0.00 0.00 0.00 0.00 300.00 300.00
of cement coarse sand & stone ballast (labour only)
e with local earth by spreading evently to an average depth of 1.5 cm (9/16") & filling hes to be so dug for taking the earth that they form continuous side drain at road x12x1/24=330 Say 300cft. 0.00
miles in a width of 0.5m. (20") on either side according to patri template including dug for taking the earth that they form a continuous side drain at road boundary.
0.00
es after racking out the joints & removing the old Tar and other material with suitable Labour only) Total Joints at every 33' joints to be filled would be 5280/33 = 160 nos.
82.50 600.00 100.00
1st June to 14 Nov. by hand rammer including opening out stacks, picking out old making 5cm. (2") wide drain around the patch upto depth of 12cm. (4.5") including g supply of kankar & including stacking the unserviceable materials & basi-chot next ngineer-in-charge. Take a patch of 5'x5' fresh metal to be used 5x5x1/4'=6.3 cft. 3.67 26.67 10.00
1 may.
en (labour only) including heating of paint upto required temperature, pouring it on th ramming hard with hand roller or rammer & also including cleaning with brush etc. the . surface in rectangular shape & spreading the dismantled material on the patries as CE's circular patch work is carried out upto a stage when 0.5 ton tar is used per year n year 3360/12=10,000 sft. Grit to be consumed 120x2.25-270 cft.
0x12=22.50 cft. Say 25 cft. 110.00 400.00 400.00
premix 2cm. (3/4") thick over a tack coat with graded approved grit & bitumen (Labour emp. mixing either in mixer or in hand drum including cartage of material maintenance ation for proper completion of work as directed by the Engineer-in-charge. Take a 600.00 600.00 400.00 100.00 500.00 300.00 1500.00 200.00 220.00 0.00 210.00
quired for the work when 25cft. of grit is concumed. 137.50 400.00 400.00
at with approved 6mm (1/4") graded grit & bitumen (labour only) including heating the tage of material & including maintenance of side patries & watering them during Take a length of 0.5 furlong. Area covered 330x12=3960 sft.
ace. 60 sft.
200.00 200.00 400.00 100.00 200.00 110.00 0.00 0.00
1000.00 1000.00 600.00 100.00 500.00 300.00 1500.00 200.00 330.00 0.00 0.00
ade flat & dry (labour only) including preparation of sub grade to prescribed camber ng coat, 1cm. (3/8") depth of local earth over the entire surface & including labour & e work. 100sft. preparation of sub grade. 100.00 26.67 50.00 50.00
ge. 32.00
CHAPTER - 21 ANNUAL REPAIRS Cost
6.00 ks before rains with approved bituminous filler & stopping leaks during rains including uired for proper completion of the work. Take an area of %o sft. 100.00
fs including replacing of broken tiles not exceeding 2% and adjusting misplaced tiles ncluding supply of all materials, labour and T&P etc. required for proper completion of
0.00 8.00 5.00
les including replacing broken tiles not exceeding 5% and adjusting misplaced tiles ncluding supply of all materials, labour and T&P etc. required for proper completion of
0.00 5.33 3.33
ze country tiles.
old and new materials including taking down tiles and bamboo, framing, renewing ng tiles with upto 25% new tiles including supply of new Bamboos tiles, all materials letion of the work. Take an area of 100sft.
0.00 0.00 0.00 150.00 200.00
or frizoni tiled roofs after repairs to raftes & batters including mortar, labour & T&P etc. ost of any new wood work, iron work on new tiles required will be paid separately). is not to be dismantled. 40.00 50.00 100.00 20.00
oof. is not to be dismantled. 0.00 100.00 100.00 40.00
of with cememnt mortar consisting of one part of cement and 6 parts of fine sand of our and T&P etc. required for proper completion of the work. 4.00 2.50 40.00
with mud including mud, labour and T&P etc. required for proper completion of the 2.50 40.00
ding removal of old plaster, racking out joints to 1cm(3/8") depth. Watering the area same mortar in proportion of mortar as the existing surface, including supply of all roper completion of the work.
g patches including digging upto 10cm (4") depth renewing 8cm. (3") base concrete oved fine sand of 1.25 F.M. and 8 parts of 1.5" gauge brick ballast as in C.C. floor d coarse sand & 4 parts approved stone grit including supply of all materials, labour of the work.
20') span & in length of 18 metre (60') & throwing the earth silt to the place within road ing the same as directed by the Engineer-in-charge. Take a culvert of 10' span & 60' h work 60x10x1=600cft. 21.25 800.00 1000.00
place as directed by Engineer-in-charge including dressing leveling and ramming the #VALUE! 100.00 200.00
tc. beyond a distance of 60metre (200ft.) as directed by Engineer-in-charge . 33.33
ll materials, labour and T&P etc. required for proper completion of the work. Take an 0.00
glass 64kg (21oz) with putty & brad including supply of all materials labour & T&P etc. 0.00
l and water including supply of all materials, labour and T&P etc. required for proper 25.00 0.00
20.00
33.33
17.78
materials labour and T&P etc. required for proper completion of the work. 0.00
ty and brads and including supply of all materials, labour and T&P etc. required for
1sft.1/30 Glazer is required. 4.00
beading. Carpenter can fix 25 Glasses of 1'x1'. Hence for 1sft. 1/25 carpenter is 6.40
austic soda including supply of all materials labour and T&P etc. required for proper
or 1sft.1/60 Glazer is required. 2.00
er bolts or hasp and stopels or handles etc. to doors and windows. Carpenter can fix ay. Hence for one fiting 1/24 carpenter is required. 6.67
wn pipes after cleaning including supply of all materials, labour and T&P etc. required 20.00 12.50
g supply of all materials labour and T&P etc. required for proper completion of the y, hence cost per letter comes. 35000.00
(1") but upto 8cm. (3"), one painter can write 125 letters in a day hence cost per letter
3") but upto 15cm. (6"), one painter can write 100 letters in a day hence cost per letter
ding supply of all materials labour and T&P etc. required for proper completion of the day, hence cost per letter comes at Rs. 5.00 per day.
. (1") but upto 8cm. (3"), one painter will re-write 250 letters in a day hence cost per
(3") but upto 15cm. (6"), one painter will re-write 150 letters in a day hence cost per
ade varnish or polish after sand papering, including supply of all materials labour and e work. the average rate.
ttering with super varnish or valspar or enamel paint, including supply of all materials letion of the work.
0.00 0.00
e name plates, including lettering with super varnish or valspar or enamel painting &P etc. required for proper completion of the work.
amelled
of P.W.D. standard design with approved enamel paint of superior quality, including quired for proper completion of the work.
0.00 0.00
W.D. standard design with approved enamel paint of superior quality, including supply or proper completion of the work.
0.00
n ends of parapets of culverts in letters from 2.5cm. To 8cm. (1" to 3") with super supply of all materials labour and T&P etc. required for proper completion of the 0.00 0.00
I.R.C., standard design as prescribed for national highway. 0.00 0.00
s stones of I.R.C., standard design as specified for every fifth mile stone of national 0.00 0.00
