Copy of Data 10 Alangad

8/8/2019 Copy of Data 10 Alangad

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Convevance of material by lorry

1 Rubble and brokenstone 36 Km 499.00

2 River sand 27 Km 400.00

3 Cement and steel 5 Km 234.00

4 Bitumen 50 Km 459.00

5 Brick 27 Km 518.00

6 Laterite 14 Km 257.00

7 Timber (Scantling) 46 Km 495.00

8 Earth for filling 14 Km 257.00

9 Lime 5Km 126.00



Part I

RATES FOR LABOUR

Sl No Name of Item Unit Rate

1 Blacksmith Each Per Day 325.00

2 Blaster or Quarryman ,, 270.00

Boy (=0.75 Man) ,, 180.00

8 Carpenter ,, 325.00

11 Cleaner Lift Irrigation ,, 270.00

15 Driver pump driver/Operator ,, 270.00

18 Fitter ,, 300.00

19 Hammerman for helping Blaster ,, 225.00

24 Mason - Brick or Laterite ,, 325.00

25 Mason - Rubble ,, 325.00

26 Mason - Stone Mason or Stone cutter ,, 325.00

27 Mazdoor - Man ,, 240.00

28 Mazdoor - Special mazdoor for Surveyi ,, 255.00

29 Mazdoor - Heavy load mazdoor ,, 270.00

30 Mazdoor - Woman mazdoor ,, 240.00

38 Painter ,, 270.0040 Plumber / Pipe fitter ,, 325.00

41 Sawyer ,, 300.00

42 Scavenger ,, 325.00

51,51aWelder - gas/arch welding ,, 325.00

HIRE CHARGES

68 Bulls (pair) with driver for grinding mortar per day 400.00

Road roller ,, 2060.00

Boiler ,, 35.65

Mini H M plant ,, 830.00

Wheel barrow ,, 5.75

Polishing machine ,, 60.00

Part II



RATES FOR MATERIALS

Bricks and tiles

1 Wire cut bricks Ist class 19cmX9cmX9cm 1000 Nos 4050.00

2 Do traditional bricks 22.9cmX11.2cmX7cm ,, 4500.00

4 Country burnt bricks Ist class 19cmX9cmX ,, 2100.00

5 Do traditional bricks 22.9cmX11.2cmX7cm ,, 2400.00

8 Hollow Bricks 40cmX20cmX20cm 100 Nos 1200.00

9 M P Roofing tiles 340mm nominal size Ist 1000 Nos 6100.00

10 do 320mm do ,, 5400.00

11 M P Hip and Ridge tiles ,, ###

Stones including Road materials

20 Laterite stone 44X24X14cm roughly dress 100 Nos 1100.0024 Blasted Rubble at quarry (20 to 40 dm3 si m3 270.00

29 20mm nominal size as per I S S m3 600.00

31 40mm do ,, 420.00

28 15mm ,, 650.00

35 6mm m3 475.00

37 12mm ,, 675.00

43 36mm ,, 460.00

46 60mm ,, 370.00

52 River sand ,, 1750.00

52(a) Manufactured sand ,, 1750.00

53 Sea sand ,, 210.00

55 Shell lime quick ,, 2200.00

59 Red earth for blinding ,, 105.00

61 Quarry dust ,, 85.00

62 Cement (Portland) packed or bags of 50kg Tonne 4700.00

63 White cement kg 14.00 Timber and Roofing materials

2 Anjili or Ayani m3 ###

8 Mavu or Mango ,, 6300.00

13~14 Teak wood ,, ###

28 Vengai ,, ###

30 Bamboo Ist class 9m long Each 95.00

31 Coconut trees 6m to 9m long ,, 525.00

Hard Broken Stone (Granite)

Broken Stone (for road work)



33 Arecanut trees 9m long ,, 225.00

34 Arecanut trees 1/3 split m 17.00

35 Plaited coconut cadjan madals 100 Nos 660.00

37 Ettamats m2 35.00

39 Bamboo reepers m 4.50

40 Arecanut reepers ,, 4.50Metal and Iron

1 M S Rounds and Squares Qtl 4670.00

2 M S Angles,Channels,Flats,Joists ,, 3291.00

3 Twisted bars (Tor steel) ,, 4750.00

4 M S Plate ,, 4447.50

5..17 Iron Bolts,Nuts kg 58.00

18 G I Hooks crank bolts and nuts metal fittin ,, 58.00

27 Butt Hinges 75 mm 10 Nos 38.00

28 do 100 mm ,, 76.00

34 Barrel tower bolt-Iron 100mm ,, 61.00

35 do 150 mm ,, 85.0047 Iron Screws 25mm (8) ,, 3.80

92 100mm Aluminium Door Handle ,, 260.00

97 200mm Aluminium Aldrop 16 mm dia ,, 950.00

98 Spike nails kg 47.00

99 Wire nails ,, 42.00

101 Iron wire for tying grill (22 gaug ,, 59.00

113 100mm Iron Hooks and Eyes 10 Nos 23.00

117 65mm Pad lock (7 lever) best quality Each 170.00

119 G I Fencing wire No 6 standard Qtl 3700.00

120 G I Barbed Wire ,, 3700.00

121 G I Staples ,, 4000.00140 G I Corrugated sheets 0.63mm thick Tonne ###

144 Copal Varnish Litre 105.00

145 Aluminium Paint ,, 150.00

146 Black Japan Paint ,, 57.00

148 Ready mixed paint colour best quality ,, 126.00

149 Plastic Emulsion paint ,, 180.00

150 Synthetic Enamel Paint ,, 162.00

151 Cement water proof paint kg 24.00

155 Iron primer Litre 85.00

157 Wood primer ,, 85.00

158 Epoxy coal tar Paint kg 150.00

162 Mansion Polish ,, 200.00

164 Cardinal polish red 400gm 90.00

166 Red oxide powder - Ist quality kg 81.00

167 Black oxide powder - Ist quality ,, 54.00

168 Water proofing compound ,, 28.00

Miscellaneous Items



2 Asbestos Cement Sheet Corrugated or traf m2 125.00

3 Asbestos Cement Ridge Pair 125.00

5 Bitumen Washer 10 Nos 2.00

18 Charcoal Qtl 450.00

20 Glass Sheet Plain 3mm thick m2 205.00

25 Fiber glass corrugated or trafford ,, 945.0029 Well Pulley Cast Iron No:8 Each 40.00

32a Empty cement bag ,, 1.50

34 Country blasting Powder kg 35.00

35 Country Fine Fuse m 11.00

40 Asphalt (Bitumen) Tonne ###

41 Asphalt (Bitumen) with container ,, ###

43 Diesel Oil Litre 33.50

44 Kerosene ,, 20.00

49 Fire wood split Tonne 2700.00

52 Carborandom stone course, medium, or fi Each 120.00

53 Oxalic acid powder kg 80.0054 Marble white powder Ist quality 50 kg 90.00

59 Rolling shutter m2 1250.00

60 Top cover of shutter m 400.00

61 Collapsible gate m2 1250.00

62 Welding electrode 100 Nos 370.00

65 M S Rivets kg 60.00

Floor paving stones (20mm thick)9 Pink marble (Adanga) m2 563.00

25 Ceramic floor tiles (I S O / 1st quality) ,, 322.00

30 Marble chips of various colours Qtl 200.00

41(a) mosaic tiles (ISI 237/1959) gray colour 10m2 1170.00

Part III

RATES FOR WATER SUPPLY AND SANITARY ITEMS102 15 mm G M wheel walve Each 188.00

144 I W C with P or S trap 450mm ,, 383.00



147 Orissa pan W C 530X400mm (white) ,, 600.00

155 E W C with P or S trap 580mm (white) ,, 634.00

159 W H B without fittings 550X400mm ,, 480.00

167 Trap P or S ,, 98.00

168 15mm or nearest size C P pillar tap for W ,, 242.00

169 32mm C P waste with chain and plug ,, 6.00

171 Lipped urinal (430mmX230mmX50mm) ,, 368.00

172 Urinal flat - Large 510X400X380mm ,, 797.00

181 32mm dia lead trap ,, 165.00

184 450X450mm C I Manhole cover 15 kg ,, 495.00



47040



DATA OF WORKS

IN PARAVOOR TALUK BASED ON 2009 Schedule Of Rates

Quantity Description of works Unit RateAmount

Without CP With CP

CLEARING SITE

1 Clearing grass and over growth of vegitations

0.5 no man each 240.00 120.00 132.00

Say Rs. 120.00 /100m2 Rs. 132.00

2

1 no man each 240.00 240.00 264.00

Say Rs. 240.00 /100m2 Rs. 264.00

3

2 no man each 240.00 480.00 528.00

Say Rs. 480.00 /100m2 Rs. 528.00

4

groth 60 to120cms0.3 No wood cuter each 300.00 90.00 99.00

0.5 No man each 240.00 120.00 132.00

sudries LS 3.75 3.75

213.75 234.75

Say Rs. 214.00 /Each Rs. 235.00

DISMANTLING

6

0.7 no man each 240.00 168.00 184.80

Say Rs. 168.00 /m3 Rs. 185.00

7

0.7 no man each 240.00 168.00 184.80

Say Rs. 168.00 /m3 Rs. 185.00

8

1.15 no man each 240.00 276.00 303.60

Sl.No.

Clearing light jungles including uprooting of thickvegitations and small trees etc

Clearing thick and throny jungles and small trees of girth upto 30cm and rooting out including removal of rubbish etc.compete

Felling trees including cutting of trunks andbranches, removing the roots completely andstacking serviceable materialds

Dismantling clearing and carefully stacking reusablematerials for any thickness walls of brick, laterite,or rubble in mud morter

Dismantling clearing and carefully stacking reusablematerials for any thickness of dry rubble masnory

Dismantling clearing and carefully stacking reusablematerials for any thickness walls of brick, laterite,or rubble in lime morter



Say Rs. 276.00 /m3 Rs. 304.00

9

1.6 no man each 240.00 384.00 422.40Say Rs. 384.00 /m3 Rs. 422

12

0.05 no mason each 325.00 16.25

0.05 no man each 240.00 12.00

28.25 31.08

Say Rs. 28 /m3 Rs. 31

13

0.25 no mason each 325.00 81.25

0.25 no man each 240.00 60.00

141.25 155.38Say Rs. 141 /m3 Rs. 155

14

0.5 no man each 240.00 120.00 132.00

Say Rs. 120 /10m2 132.00

15

1.0 no man each 240.00 240.00 264.00

Say Rs. 240.00 /m3 Rs. 264.00

16

0.01 no carpenter each 325.00 4.55

0.01 no man each 240.00 3.36

7.91 8.70

Say Rs. 7.91 /10dm3 Rs. 8.70

17

0.2 no mason each 325.00 65.00


0.3 no man each 240.00 72.00

195.50 215.05

Say Rs. 196.00 /m3 Rs. 215

Dismantling clearing and carefully stacking reusablematerials for any thickness walls of brick, laterite,or rubble in cement morter

Chipping and removing portions of existing RCC works and removing the debries with in a distance of 150m.

Lifting and removing tiles set in mortar in floorsincluding clearing and stacking materials andremoving the debries within a distance of 150m

Dismantling removing and stacking MP tiles over roof including ridge,hip and vally sheet

Dismantling removing and stacking pan or pot tilesover roof

Dismantling removing and stacking wrought andframed timbers in roof

Dismantling removing and stacking doors with or without ventilators including remoel of shutters,hinges,hold fast and other fittings



18

0.15 no mason each 325.00 48.75


0.2 no man each 240.00 48.00129.25 142.18

Say Rs. 129 /Each Rs. 142

19

0.1 no mason each 325.00 32.50


0.1 no man each 240.00 24.00

72.75 80.03

Say Rs. 73 /Each Rs. 80

20


0.35 no man each 240.00 84.00

197.75 217.53

Say Rs. 198.00 /m3 Rs. 218.00

21


0.1 no man each 240.00 24.0056.50 62.15

Say Rs. 57.00 /m2 Rs. 62

22


0.05 no man each 240.00 12.00

44.50 48.95

Say Rs. 45.00 /m2 Rs. 49.00

23


0.02 no man each 240.00 4.80

21.05 23.16

Say Rs. 21 /m2 Rs. 23

28

3.0 no man each 240.00 720.00 792.00

Say Rs. 720.00 /m3 Rs. 792.00

Dismantling removing and stacking windows withor without ventilators including remoel of shutters,hinges,hold fast and other fittings

Dismantling removing and stacking ventilators withor without ventilators including remoel of shutters,hinges,hold fast and other fittings

Dismantling, removing and stacking plankedsheeting,boarded floor, ceiling etc.

Taking down and stacking shutters of doors withor without ventilaorsincluding removel of all f ittings

Taking down and stacking shutters of windows with or without ventilaorsincluding removel of allfittings

Taking down and stacking shutters of ventilators with or without ventilaorsincluding removel of allfittings

Demolishing and clearing concete in cementmortar or RCC including stacking reinforcement



300.3 no man each 240.00 72.00 79.20

Say Rs. 72 /10m2 79

31

0.5 no man each 240.00 120.00 132.00

Say Rs. 120 /10m2 132.00

EARTH WORK

51

1.10 no. man each 240.00 264.00

3.00 no. boy each 180.00 540.00

Total 10m3 804.00 884.4

Say Rs. 804.00 /10m3 Rs. 884

52

4.00 no. man each 240.00 960.00

3.00 no. boy each 180.00 540.00

Total 10m3 1500.00 1650

Say Rs. 1,500 /10m3 Rs. 1,650

53

10.00 no. man each 240.00 2400.00

2.30 no. boy each 180.00 414.00

Total 10m3 2814.00 3095.4

Say Rs. 2,814 /10m3 Rs. 3,095

54

3.2 kg countey blasting powder kg 35.00 112.009 m country fuse m 11.00 99.00

10.6 no quarry man for boring each 270.00 2862.00

1.2 no quarry man for charging holes and firi each 270.00 324.00

1.2 no hammer man for braking bolders each 225.00 270.00

4.5 no man for conveying rubbles each 240.00 1080.00

2.62 no man for stacking each 240.00 628.80

5375.80 5913.38

Say Rs. 5,376 /10m3 Rs. 5,913

54a

data for 10 nos (Observed Data)

Domolishing and removing old lime mortar plaster

Domolishing and removing old cement mortar plaster

Earth work excavation in ordinary soil anddepositing on the bank with initial leads and lift for foundation

Earth work excavation in hard soil and depositingon the bank with initial leads and lift for foundation

Earth work excavation in ordinary rock anddepositing on the bank with initial leads and lift for foundation

Granite rock blasting , measured in solid, includingbailing out water collecting aqnd stacking spoil for measurment within an initial lead of 50m and lift of 1.5m

Boring holes in granite rock to place thereinforcement at 45cm c/c, 45cm deep and 19 to

22mm dia



2.12 no quarry man for boring holes each 270.00 572.40 629.64

Say Rs. 572 /10nos Rs. 630

56

0.90 no. man each 240.00 216.00

2.75 no. boy each 180.00 495.00

Total 10m3 711.00 782.10

Say Rs. 711 /10m3 Rs. 782

57

(contractor's own earth)

3.60 no. man each 240.00 864.00

2.5 no. boy each 180.00 450.00

Total 10m3 1314.00 1445.4

Say Rs. 1,314 /10m3 Rs. 1,445

60

0.9 no man for excavation in ordinary soil each 240.00 216.00

2.75 boy 180.00 495.00

711.00

Add 20%on the above 142.20

Total 10m3 853.20 938.52Say Rs. 853 /10m3 Rs. 939

61

0.65 liter Diesel lit 36.00 23.40 25.74

0.04 day hire of roller day 2080.00 83.20 83.20

LS Sundries LS 2.25 2.25

108.85 111.19

Say 109.00 /10m3 112.00

65

for initial depth up. to 1.5m 5375.80 5913.38

Say 5376 /10m3 Rs. 5,913

65a Additional depth for each 1.5m

1 no man for lifting, conveying, stacking, et each 240.00 240.00

0.031 no quarry man each 270.00 8.44

1.5 m extra for fuse m 11.00 16.50

264.94 291.43

Say 265.00 /10m3 291.43

67

Earth work excavation in ordinary soil and

depositing with leads upto 50m and lift upto1.5m for cutting and filling

Earth work excavation in hard soil and depositingwith leads upto 50m and lift upto1.5m for cuttingand filling

Earth work excavation in or under water or liquidmud for removing the stiff deposited in the channeland dumping the same at the place directed by theDeptl. Officers at site

Earth consolidation by Power Roller

Granite rock blasting in wells, measured in solid,including bailing out water collecting aqnd stacking

spoil for measurment within an initial lead of 50mand lift of 1.5m

Consolidation by ramming in 15cm.layersincluding watering



0.7 nos man each 240.00 168.00 184.8

Say 168.00 /10m3 185.00

67a

10m310m3 711.00 711.00

10m3 conveyance m3 257.00 2570.00

Total 10m3 3281.00 3609.10

Say Rs. 3,281 /10m3 3610.00

67b Deduct extra one lead and lift over item No.67a 3281.00

2.1 no women each 240.00 504.00

2777.00 3054.70

Say Rs. 2,777 /10m3 3055.00

67c

10m3

10m3 711.00 711.00

10m310m3 108.85 108.85

10m3 conveyance m3 257.00 2570.00

Total 10m3 3389.85 3728.84

Say Rs. 2,624 /10m3

67d Deduct extra one lead and lift over item No.67c 3389.85

2.1 no women each 240.00 504.00

2885.85 3174.44

Say Rs. 2,886 /10m3 3174

67e

10m3

10m3 1314.00 1314.00

10m3 conveyance m3 257.00 2570.00

Total 10m3 3884.00 4272.4Say Rs. 3,884 /10m3 4272

67f Deduct extra one lead and lift over item No.67c 3884.00

2.1 no women each 240.00 504.00

3380.00 3718.00

Say Rs. 3,380 /10m3 3718

67g

1.000 Hire of 5 Hp engine and pump set day 70.00 70.00 70.00

10.000 diesel lit 36.00 360.00 396LS lubricrating oil 5.00 5.00

Earth filling with ordinary soil includingconsolidation by ramming in 150mm layers

including wateringexcavation of ordinary soil (vide itemno.56)

Earth filling with ordinary soil includingconsolidation by Power Rolle in 150mm layersincluding watering

excavation of ordinary soil (vide itemno.56)

consolidation by Power Roller (videitem no.61)

Earth filling with hard soil including consolidationby ramming in 150mm layers including watering

excavation of ordinary soil (vide itemno.57)

Bailing out water with 5 HP engine andpump set



567.00

hence labour for 1m 567/3/7.5 25.20 /m

Hence rate for 1.0m, used for 2 times (25.56+25.20/2 25.38 /m

c) Clay soil

10m3 cutting charge (vide Sl. No.56) 10m3 711.00 711.000.2 20% extra for liquid 142.20

853.20

d)

3 no heavy load mazdoor each 270.00 810.00 891

3 no pile driver each 300.00 900.00 990

0.12 no carpenter each 325.00 39.00 42.9

plat form LS 62.5 62.50

rope , chain LS 62.5 62.50

wooden scffolding LS 25.00 25.001899.00 2073.90

Hence for 1.0m used for 2 times 1899/8/2 118.69 129.62

Main Data

1/2 split of cocunut post at 60cm c/c for 10m length

171 m

m 37.17 6355.50 6991.05

1/3split for (2x5x10=100m)

tie 5x3=15m

115 m vide sub data (b) used 2 times m 25.38 2918.44 3210.29

7.26 kg 6mm MS bar strap (6x5.5x.22kg/m=7. kg 29.00 210.54 231.59

100 m Araconut reepers (2x5x10=100m) m 4.00 400.00 440.00

45 mm 118.69 5340.94 5875.03

75m3 Earth clay vide sub data (c) 10m3 853.20 6399.00 7038.90

5 kg coir yarn kg 42.00 210.00 231.00

10no special man mazdoor for laying and fi each 180.00 1800.00 1980.00

5 noman mozdoor for dismantling each 168.00 840.00 924.00

27no cadjas 100no 580.00 156.60 172.26

31.5 m bamboo reeper m 4.00 126.00 138.60

1 no green cadjas each 5.00 5.00 5.50

0.3 no special man mazdoor each 180.00 54.00 59.40

50m2 screening 10m2 266.75 1333.75 1467.13

Dismantling thebnund after use

5 no spical man mazdoor each 180.00 900.00 990.00

5 no man mozdoor each 168.00 840.00 924.00

5 no women each 168.00 840.00 924.0045 m Drawing out piles half rate of driving d m 59.34 2670.47 2937.52

Driving down the coconut post(vide Sl. No.712) ,Details for 8 m and used for two times

1/2split coconut post for (45no.x3.5+0.3m=171m) vide subdata (a) used 2 times

1/3 split of cocunut horizontal at

50cm c/c for 10m length

Driving down 1/2 split coconut postvide sub data (d)

screening with double new coconutcadjas area 1/6 split bamboo reepers



Total for 10m 31400.24 34540.26

Hence for 1.0m 3140.02 3454.03

Say Rs. 3,141 /m Rs. 3,455

B

a

cost of 6m to 9m coconut post round m 525.00 525.00

for cuttingcharges Ls 100.00

conveyance Ls 100.00

725.00 /7.5m

Hence for 1/3 split Rs.690/7.5x3 32.22 /m

Hire charges for 1/3split coconut post using two times 16.11 m

b

3 no heavy load mazdoor each 270.00 810.00

3 no pile driver each 300.00 900.00


1749.00

72.88 /m

c

43no cadjas 100no 580.00 249.40

conveyance LS 50.00

conveyance for coir &other sundries LS 10.00

0.5 no spical man mazdoor each 255.00 127.50

436.90 /10m2

d

1 m3 clay m3 90.00 90.00

1 m3 conveyance m3 65.00 65.00

0.35 no man for consolidation each 240.00 84.00

239.00 /m3

e 36.44 /m

f

groun eve an sp coconu cross es . mapart and wailing piceses at 50cm c to c and tide

with coir yarn cross ties to all vertical posts with 1/3split coconut wood , screening double coconutcadgan leaves, filling the inside with stiff clay

&consolidated includingmaintaining the bund fill thework is over and dismantling thesame of for use.

Driving down the coconut post(vide Sl. No.712) ,Details for 8 m and used for two times

Hence for 1.0m length 1/3 split1215.36/8/3

screening with double new coconutcadjas and tying with coiryarn tohorizontal and vertical posts

Pumping kayal clay inside the fund &consolidation etc.complete

Driving out piles of any descriptionallowing half rate driving Rs.72.88/2m

Dismantling and clearing awaythe

clay & other materials (10m3excavation chargesvide S.I.151



1.1 no man each 240.00 264.00

2.25 no man each 240.00 540.00

Add 20% for under water 160.80

964.80 /m3

Main data for 5m length of bund.

a Hire charges for 1/3split coconut post

2x9x2m 36 m

Horizontal 30 m

crossties2x9x1.50 27 m

93 m

Total (Rs.15.33/m) 1498.33

b

2x9x1.00 18 m

Total (Rs.72.88/m) 1311.75

c

side of bund 2x5x1.00 10 m2

Total (Rs.436.9/10m2) 436.90

d G.I.Wire for tying LS 2kg @44/kg 88.00

e Rate for coiryarn for tying LS [email protected]/kg 200.00

f 120.00

g

2987.50

h

327.94

@Rs.36.44/m

i

@964.8/10m3 1206

Driving down 1/3 split the coconut post(vide Sl.No.712) , Details for 8 m and used for two times

screening with double new coconutcadjas and tying with coiryarn tohorizontal and vertical posts

0.50 man.mazdoor for cuttinganjoining the [email protected]/E

Dumping the kayal clay inside the

bund1x5x1x(1.50+1.00)x1.00=12.50m3 @Rs.239/m3

Driving down 1/3 split the coconut post(vide Sl.No.712) , Details for 9 m and used for two times

Dismantling and clearing awaytheclay & other materials (10m3

excavation chargesvide S.I.151



Total for 5No. Length 8176.42

For 1m length 1635.28 1798.81

Say Rs. 1,635 /m Say 1799.00

238.00 No Empty cement bags 3.00 /each 714.00

12.50 m3 E W in Ordinary Soil 711.00 /10m3 888.75

10.00 No man for filling 240.00 /each 2400.00

3.00 No man for packing 240.00 /each 720.00

4.00No woman for assisting 240.00 /each 960.00

4.00 No man demolishing 240.00 /each 960.00

Total 6642.75 7307.03

Say Rs. 6,643 /10m Say 7308.00

1 m3 cost of mutty stone m3 110.00 110.00

1 m3 conveyance m3 386.75 386.75spreading gravel SI 656

0.35 no man each 168 58.80

Total 555.55

Say Rs 556 /m3

CONCRETE

110

0.95 m3 40mm broken stones m3 490.00 465.50

0.48 m3 sand m3 1750.00 840.00228 kg cement t 4700.00 1071.60

0.1 no mason each 325.00 32.50

1 no man each 240.00 240.00

1.4 no women c 240.00 336.00

0.95 m3 conveyance for 40mm broken stones 499.00 474.05

0.48 m3 do sand 400.00 192.00

228 kg do cement t 234.00 53.35

Total 3705.00

Say Rs. 3,705 /m3

Putting up ring bund 1/2(1.50+1.00) 1.00m sizeusing earth filled cement bags, packing tightly andremoving after completion of work.

Details for 10.00m. No. of cement bags - 2x17x7=238 Nos.

Quantity of earth filling -10.00x1/2(1.50+1.00)1.00=12.50m3

Packing with mutty stone in slushly portion of the road

Cement concrete 1:3:6 using 40mm broken stoneincluding cost& conveyance of all materials labour charges etc. complete

m3

m3

m3



111


0.48 m3 sand m3 1750.00 840.00

171 kg cement t 4700.00 803.700.1 no mason each 325.00 32.50

1 no man each 240.00 240.00

1.4 no women each 240.00 336.00

0.95 m3 conveyance for 40mm broken stones m3 499.00 474.05

0.48 m3 do sand m3 400.00 192.00

171 kg do cement t 234.00 40.01

Total m3 3423.76

Say Rs. 3,424 /m3

122


0 m3 sand m3 1750.00 7.88

3.3 kg cement t 4700.00 15.51

0 no mason each 325.00 0.65

0.01 no man each 240.00 2.40

0.035 no women each 240.00 8.40


0.0045 m3 do sand m3 400.00 1.80

3.3 kg do cement t 234.00 0.77

Total 10dm3 48.20

Say Rs. 48 /10dm3


0 m3 sand m3 1750.00 7.88

4.32 kg cement t 4700.00 20.30

0 no mason each 325.00 0.65

0.01 no man each 240.00 2.40

0.04 no women each 240.00 8.40

0.01 m3 conveyance for 20mm broken stones m3 499.00 4.490.0045 m3 do sand m3 400.00 1.80

4.32 kg do cement t 234.00 1.01

Total 10dm3 53.23

Say Rs. 53 /10dm3

123


0 m3 sand m3 1750.00 7.88

2.16 kg cement t 4700.00 10.15

0 no mason each 325.00 0.650.01 no man each 240.00 2.40

Cement concrete 1:4:8 using 40mm broken stoneincluding cost& conveyance of all materials labour

charges etc. complete

Cement concrete 1:2:4 using 20mm broken stone

including cost& conveyance of all materials labour charges etc. complete

122a Cement concrete 1:(1.5):3 using 20mm broken

stone including cost& conveyance of all materialslabour charges etc. complete

Cement concrete 1:3:6 using 20mm broken stone



0.04 no women each 240.00 8.40


0.0045 m3 do sand m3 400.00 1.80

2.16 kg do cement t 234.00 0.51

Total 10dm3 42.57

Say Rs. 42.50 /10dm3

0.57 m3 40mm broken stone m3 490.00 279.30


0.468 m3 sand m3 1750.00 819.00

223.2 kg Cement t 4700.00 1049.04

0.14 no mason each 325.00 45.50

1.0 no man each 240.00 240.002.24 no women each 240.00 537.60

0.93 m3 conveyance of broken stone m3 499.00 464.07

0.47 m3 do for sand m3 400.00 187.20

223.0 kg do for cement t 234.00 52.18

3925.89 4318.48

Say Rs. 3,926 /m3 Rs. 4,318

drain

1 m3 C.C 1:3:6 graded m3 3925.89 3925.89

5.71 m2 formwork 25% of slab 10m2 901.32 514.65

4440.55 4884.60Say Rs. 4,441 /m3 Rs. 4,885



0.47 m3 sand m3 1750.00 813.75

222.0 kg Cement t 4700.00 1043.400.14 no mason each 325.00 45.50

1.0 no man each 240.00 240.00

2.45 no women each 240.00 588.00

0.93 m3 conveyance of broken stone m3 499.00 461.58

0.47 m3 do for sand m3 400.00 186.00

222.0 kg do for cement t 234.00 51.95

3977.92 4375.72

Say Rs. 3,978 /m3 Rs. 4,376

130

1 q Tore steel q 4472.00 4472.000.45 kg iron wire kg 59.00 26.55

123a

Cement concrete 1:3:6 using graded matel (60%of 40mm and 40% of 20mm)for foundation includingcost and conveyance of all materials , curring etc

complete

123b Cement concrete 1:3:6 using graded matel in the

ratio of 50% 40mm and 50%,20mm including thecost and conveyance of all materials labour chargescuring etc, complete

Reinforcement for RCC works bent, tied andplaced in positiion using tore steel



1 no. blacksmith each 325.00 325.00

1.48 no. man each 240.00 355.20

1 q conveyance for MS rods q 234.000 234.00

Total qtl 5412.75 5954.03

Say 5413 /Qtl Rs. 5,954

FORM WORK

132 10m2

Sub data for scanteling 10dm3

14.4 dm3 mango wood log dm3 7200.00 103.68

0.02 no. man each 240.00 4.80

0.33 sawing (4.3 sawer/10m2) m2 300.00 42.57

3.8 deduct cost of outer slab(25%of log) dm3 1800.00 6.84

Total 144.21

320/4 dm3 mango wood scanteling 10dm3 144.21 1153.68

190/8 dm3 junglewood joist & cleats 10dm3 144.21 342.509./6 bamboos each 105.00 157.50

1 spike and wire nails kg 48.50 48.50

2.5 man each 240.00 600.00

4 carpenter each 325.00 1300.00

LS coir LS 3.10

Total 10m2 3605.28 3965.81

Say 3605 /10m2 3966

1.1 add 10% over the rate of slab 10m2 3605.28 3965.81 4362.39Say 3966 /10m2 4362

1.2 add 20% over the rate of slab 10m2 3605.28 4326.33 4758.97

Say 4326 /10m2 4759

RCC WORKS

133

10

dm3 10dm3 48.20 48.20

0.1 m2 form work 10m2 3605.28 36.05

Total 10dm3 84.25 92.68

Say Rs. 84.50 /10dm3 Rs. 92.50

Form work for RCC works in slabs

132a Form work for RCC works in ,beam

132c

Form work for RCC works incolumns

Reinforced cement concrete 1:2:4 using 20mm b.s for slabs including form work, watering curringetc.complete.butexcluding reinforcement.

cement concrete 1:2:4 using 20mmmetal (vide item no.122)

133a Reinforcemed Cement concrete 1:(1.5):3 using

20mm broken stone for slab including form work,

watering , curing etc, complete,but excluding thecost of reinforcement



10 dm3

10dm3 53.23 53.23

0.1 m2 form work 10m2 3605.28 36.05

Total 10dm3 89.28 98.21

Say Rs. 89.50 /10dm3 Rs. 98.00

10 dm310dm3 48.20 48.20

0.09 m2 form work 10m2 3015.93 25.94

74.14 81.55

Say Rs. 74.00 /10dm3 Rs. 81.50

10 dm310dm3 53.23 53.23

0.09 m2 form work 10m2 3015.93 25.94

79.17 87.08

Say Rs. 79 /10dm3 Rs. 87

10 dm310dm3 48.20 48.20

0.14 m2 form work 10m2 3015.93 43.43

Total 10dm3 91.63 100.79

Say Rs. 91.50 /10dm3 Rs. 101

10 dm3

10dm3 53.23 53.23

0.14 m2 form work 10m2 3015.93 43.43

Total 10dm3 96.66 106.33

Say Rs. 96.50 /10dm3 Rs. 106.50

cement concrete 1:1.5:3 using 20mmmetal (vide item no.122.a)

134b

Reinforced cement concrete 1:2:4 using 20mm b.s for lintel (23x15cm) including form work, wateringcurring etc.complete.but excluding reinforcement.


134b Reinforced cement concrete 1:11/2:3 using 20mmb.s for lintel (23x15cm) including form work,watering curring etc.complete.but excludingreinforcement.


134c Reinforced cement concrete 1:2:4 using 20mm b.s

for sun shade(60x7.5cm) including form work,watering curring etc.complete .but excludingreinforcement.


134c

Reinforced cement concrete 1:11/2:3 using 20mmb.s for sun shade(60x7.5cm) including form

work, watering curring etc.complete .but excludingreinforcement.

cement concrete 1:11/2:3 using20mm metal (vide item no.122)

134d Cement concrete 1:2:4 using 20mm b.s for belt

(45x10),on top of ruble masonry including form

work, watering curring etc.complete.



10 dm3

10dm3 48.20 48.20

form work 10m2 1.00

Total 10dm3 49.20 54.12

Say Rs. 49 /10dm3 Rs. 54

10 dm3

10dm3 48.20 48.20

form work 10m2 1.00

Total 10dm3 49.20 54.12

Say Rs. 49 /10dm3 Rs. 54

134f

10 dm310dm3 48.20 48.20

0.01 m2 form work @ 50% of slab 10m2 1370.88 0.96

Total 10dm3 49.16 54.07

Say Rs. 49 /10dm3 Rs. 54

10 dm310dm3 48.20 48.20

0.15 m2 form work 10m2 3965.81 59.49

Total 10dm3 107.69 118.45

Say Rs. 107.50 /10dm3 Rs. 118.50

10 dm3

10dm3 53.23 53.23

0.15 m2 form work 10m2 3015.93 45.24

Total 10dm3 98.47 108.32

Say Rs. 98.50 /10dm3 Rs. 108.50


134e Cement concrete 1:2:4 using 20mm b.s for

precast slab including form work, wateringcurring etc.complete.


Cement concrete 1:2:4 using 20mm b.s for column footing (120x120cm) including form work,watering curring etc.complete.


134g

Reinforced cement concrete 1:2:4 using 20mm b.s for beam (20x20cm), including form work,

watering curring etc.complete.but excludingreinforcement.


134g

Reinforced cement concrete 1:11/2:3 using 20mmb.s for beam (20x20cm), including form work,watering curring etc.complete.but excludingreinforcement.


134h Reinforced cement concrete 1:2:4 using 20mm b.s

for beam (20x30cm), including form work,watering curring etc.complete.but excluding

reinforcement.



10 dm310dm3 48.20 48.20

0.133 m2 form work 10m2 3965.81 52.75

Total 10dm3 100.94 111.04

Say 101 /10dm3 Rs. 111

10 dm3

10dm3 53.23 53.23

0.133 m2 form work 10m2 3015.93 40.11

Total 10dm3 93.34 102.68

Say 93.50 /10dm3 Rs. 102.50

134i

10 dm310dm3 48.20 48.20

0.13 m2 form work 10m2 3965.81 49.57

Total 10dm3 97.77 107.55

Say Rs. 98 /10dm3 Rs. 107.50

134i

10 dm3

10dm3 53.23 53.23

0.13 m2 form work 10m2 3015.93 37.70

Total 10dm3 90.93 100.02

Say Rs. 91 /10dm3 Rs. 100

135

10 dm310dm3 48.20 48.20

0.20 m2 form work 10m2 3290.10 65.80

Total 10dm3 114.00 125.40

Say Rs. 114.00 /10dm3 Rs. 125.50


134h Reinforced cement concrete 1:11/2:3 using 20mm

b.s for beam (20x30cm), including form work,watering curring etc.complete.but excludingreinforcement.


Reinforced cement concrete 1:2:4 using 20mm b.s for beam (20x40cm), including form work,watering curring etc.complete.but excludingreinforcement.

cement concrete 1:2:4 using 20mmmetal (vide item no.122.a)

Reinforced cement concrete 1:11/2:3 using 20mmb.s for beam (20x40cm), including form work,watering curring etc.complete.but excludingreinforcement.

cement concrete 1:11/2:3 using20mm metal (vide item no.122.a)

Reinforced cement concrete 1:2:4 using 20mm b.s for column(20x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.




135

10 dm3

10dm3 53.23 53.230.20 m2 form work 10m2 3290.10 65.80

Total 10dm3 119.03 130.94

Say Rs. 119 /10dm3 Rs. 131

10 dm310dm3 48.20 48.20

0.17 m2 form work 10m2 3290.10 54.94

Total 10dm3 103.14 113.46

Say Rs. 103 /10dm3 Rs. 113.50

10 dm3

10dm3 53.23 53.23

0.17 m2 form work 10m2 3290.10 54.94

Total 10dm3 108.18 118.99

Say Rs. 108 /10dm3 Rs. 119

1 dm310dm3 48.20 48.20

0.15 m2 form work 10m2 3290.10 49.35Total 10dm3 97.55 107.30

Say Rs. 97.50 /10dm3 Rs. 107.50

1 dm3

10dm3 53.23 53.23

0.15 m2 form work 10m2 3290.10 49.35

Reinforced cement concrete 1:11/2:3 using 20mmb.s for column(20x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.

cement concrete 1:11/2:3 using

20mm metal (vide item no.122)

135a Reinforced cement concrete 1:2:4 using 20mm b.s

for column(30x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.


135a

Reinforced cement concrete 1:11/2:3 using 20mmb.s for column(30x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.


135b Reinforced cement concrete 1:2:4 using 20mm b.s

for column(40x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.


135b

Reinforced cement concrete 1:1.5:3 using 20mmb.s for column(40x20cm) including form work,watering curring etc.complete.butexcludingreinforcement.




Total 10dm3 102.58 112.84

Say Rs. 102.50 /10dm3 Rs. 113

BRICK WORK

158

500 no. brick 1000n 2500.00 1250.00

0.24 m3 sand m3 1750.00 420.00

69 kg cement t 4700.00 324.30

0.7 no. mason each 325.00 227.50

0.35 no. man each 240.00 84.00

0.7 no. women each 240.00 168.00

500 no. conveyance for bricks 1000 518.00 259.00

0.24 m3 do sand m3 400.00 96.00

69 kg do cement t 234.00 16.15Total m3 2844.95 3129.44

Say Rs. 2,845 /m3 Rs. 3,129

163

1 m3 Brick work (vide item No.158) m3 2844.95 2844.95

0.07 no. mason each 325.00 22.75

0.04 no. man each 240.00 8.40

0.07 no. women each 240.00 16.80

LS hire for scaffolding LS 6.25

Total m3 2899.15 3189.06

Say Rs. 2,899 /m3 Rs. 3,189

460 no. brick 1000n 2800.00 1288.00

0.24 m3 sand m3 1750.00 420.00

69 kg cement t 4700.00 324.30

0.7 no. mason each 325.00 227.50

0.35 no. man each 240.00 84.00

0.7 no. women each 240.00 168.00


0.24 m3 do sand m3 400.00 96.00

69 kg do cement t 234.00 16.15

Total m3 2862.23 3148.45

Say Rs. 2,862 /m3 Rs. 3,148

1 m3 Brick work (vide item No.158a) m3 2862.23 2862.23

0.07 no. mason each 325.00 22.750.04 no. man each 240.00 8.40

Brick work in cement mortar 1:5 with country burnedbricks19x9x9cm for foundatioin and basement

Brick work in cement mortar 1:5 with country burnedbricks19x9x9cm for superstructure in Gfloor upto5m ht.

158a Brick work in cement mortar 1:5 with country burned

bricks 22.9x11.2x7cm for foundatioin andbasement

163a

Brick work in cement mortar 1:5 with country burnedbricks 22.9x11.2x7cm for superstructure in Gfloor upto 5m ht.



0.07 no. women each 240.00 16.80


Total m3 2916.43 3208.07

Say Rs. 2,916 /m3 Rs. 3,208

159

500 no. brick 1000n 2500.00 1250.00

0.24 m3 sand m3 1750.00 420.00

58 kg cement t 4700.00 272.60

0.7 no. mason each 325.00 227.50

0.35 no. man each 240.00 84.00

0.7 no. women each 240.00 168.00


0.24 m3 do sand m3 400.00 96.00

58 kg do cement t 234.00 13.57

Total m3 2790.67 3069.74Say Rs. 2,791 /m3 Rs. 3,070

1 m3 Brick work (vide item No.159) m3 2790.67 2790.67

0.07 no. mason each 325.00 22.75

0.04 no. man each 240.00 8.40

0.07 no. women each 240.00 16.80


Total m3 2844.87 3129.36Say Rs. 2,845 /m3 Rs. 3,129

460 no. brick 1000n 2800.00 1288.00

0.24 m3 sand m3 1750.00 420.00

58 kg cement t 4700.00 272.60

0.7 no. mason each 325.00 227.50

0.35 no. man each 240.00 84.00

0.7 no. women each 240.00 168.00


0.24 m3 do sand m3 400.00 96.00

58 kg do cement t 234.00 13.57

Total m3 2807.95 3088.75

Say Rs. 2,808 /m3 Rs. 3,089

1 m3 Brick work (vide item No.159a) m3 2807.95 2807.95

0.07 no. mason each 325.00 22.75

0.04 no. man each 240.00 8.400.07 no. women each 240.00 16.80

Brick work in cement mortar 1:6 with country burnedbricks19x9x9cm for foundatioin and basement

163b Brick work in cement mortar 1:6 with country burned

bricks19x9x9cm for superstructure in Gfloor upto5m ht.

159a

Brick work in cement mortar 1:6 with country burnedbricks 22.9x11.2x7cm for foundatioin andbasement

163c Brick work in cement mortar 1:6 with country burned

bricks 22.9x11.2x7cm for superstructure in Gfloor upto 5m ht.




Total m3 2862.15 3148.37

Say Rs. 2,862 /m3 Rs. 3,148

CEMENT BRICK WORK

55no Hollow brick stone 100No 1500.00 825.00

0.16 m3 sand m3 1750.00 280.00

46 kgs cement t 4700.00 216.20

1.5 no mason each 325.00 487.50

0.35 no man each 240.00 84.00

0.5 no women each 240.00 120.00

0.84 m3 conveyance of stone m3 257.00 215.88

0.16 m3 do sand m3 400.00 64.00

46 kgs cement t 234.00 10.762303.34 2533.68

Say Rs. 2,303 /m3 Rs. 2,534

1 m3 Hollow Brick work for foundation m3 2303.34 2303.34

0.15 no mason each 325.00 48.75

0.04 no man each 240.00 8.40

0.05 no women each 240.00 12.00


Total m3 2378.74 2616.62Say Rs. 2,379 /m3 Rs. 2,617

163f

105 no Hollow brick stone 100No 1250.00 1312.50

0.16 m3 sand m3 1750.00 280.00

46 kgs cement t 4700.00 216.20

1.7 no mason each 325.00 552.50

0.35 no man each 240.00 84.00

1 no women each 240.00 240.00

0.84 m3 conveyance of stone m3 257.00 215.88

0.16 m3 do sand m3 400.00 64.0046 kgs cement t 234.00 10.76

2975.84 3273.43

Say Rs. 2,976 /m3 Rs. 3,273

1 m3 Hollow Brick work for foundation m3 2975.84 2975.84

0.15 no mason each 325.00 48.75

0.04 no man each 240.00 8.40

0.05 no women each 240.00 12.00

LS hire for scaffolding LS 6.25Total m3 3051.24 3356.37

163d

Hollow brick stone masonry of brick 40x20x20cm in cement mortar 1:5 for foundation and basement

163e

Hollow brick masonry of brick 40x20x20cm incement mortar 1:5 for superstructure

Hollow brick masonry of brick 40x20x10cm incement mortar 1:5 for foundation

Hollow brick masonry of brick 40x20x10cm incement mortar 1:5 for superstructure



Say Rs. 3,051 /m3 Rs. 3,356

70no Cement solid brick 100Nos 2100.00 1470.00

0.16 m3 sand m3 1750.00 280.0038 kg cement t 4700.00 178.60

0.70 no. mason each 325.00 227.50

0.35 no. man each 240.00 84.00

0.70 no. women each 240.00 168.00

0.84 no conveyance for brick m3 257.00 215.88

0.16 m3 do sand m3 400.00 64.00

38 kg do cement kg 234.00 8.89

Total m3 2696.87 2966.56

Say Rs. 2,697 /m3 Rs. 2,967

1 m3 solid brick work for foundation m3 2696.87 2696.87 3263.22

add 10% of labour

0.07 no mason each 325.00 22.75 25.03

0.04 no. man each 240.00 8.40 9.24

0.07 no women each 240.00 16.80 18.48

LS hire for scaffolding LS 6.25 6.88

Total m3 2751.07 3322.84

Say Rs. 2,751 /m3 Rs. 3,323

164

add 10% of labour

0.07 no mason each 325.00 22.75 25.03

0.04 no. man each 240.00 8.40 9.24

0.07 no women each 240.00 16.80 18.48


54.20 59.00

Say Rs. 54 /m3 Rs. 59

LATERITE MASONRY

60no laterite stones 100n 1350.00 810.00

0.16 m3 sand m3 1750.00 280.00

38 kg cement t 4700.00 178.60

1.5 no. mason each 325.00 487.50

0.35 no. man each 240.00 84.00

0.5 no. women each 240.00 120.00

0.88 no conveyance for laterite m3 257.00 226.16

0.16 m3 do sand m3 400.00 64.0038 kg do cement t 234.00 8.89

163g

Cement Solid brick masonry of brick 40x20x15cm incement mortar 1:6 for foundation and basement

163

h Cement Solid brick masonry of brick 40x20x15cmin cement mortar 1:6 for superstructure

Cement Solid brick work for superstructure ineach sucessive floors add the extra labour to theprevious floor

206a Laterite neatly dressed stones of size 35x20x14cm

in cement mortar 1:6 for foundatioin and basement



Total m3 2259.15 2485.07

Say Rs. 2,259 /m3 Rs. 2,485

1 m3 laterite work (vide item no.206a) m3 2259.15 2259.15 2485.070.15 no mason each 325.00 48.75 53.63

0.04 no man each 240.00 8.40 9.24

0.05 no women each 240.00 12.00 12.00


Total m3 2334.55 2566.81

Say Rs. 2,335 /m3 Rs. 2,567

206


0.16 m3 sand m3 1750.00 280.0046 kg cement ton 4700.00 216.20

1.5 no. mason each 325.00 487.50

0.35 no. man each 240.00 84.00

0.5 no. women each 240.00 120.00


0.16 m3 do sand m3 400.00 64.00

46 kg do cement ton 234.00 10.76

Total m3 2613.62 2874.99

Say Rs. 2,614 /m3 Rs. 2,875

207

1 m3 laterite work (vide item no.206) m3 2613.62 2613.62 2874.99

0.15 no mason each 325.00 48.75 53.63

0.04 no man each 240.00 8.40 9.24

0.05 no women each 240.00 12.00 13.20


Total m3 2689.02 2957.30

Say Rs. 2,689 /m3 Rs. 2,957


0.16 m3 sand m3 1750.00 280.00

38 kg cement ton 4700.00 178.60

1.5 no. mason each 325.00 487.50

0.35 no. man each 240.00 84.00

0.5 no. women each 240.00 120.00


0.16 m3 do sand m3 400.00 64.00

38 kg do cement ton 234.00 8.89

Total m3 2574.15 2831.57

Say Rs. 2,574 /m3 Rs. 2,832

207a

Laterite work in cement mortar 1:6 for superstructure in Gfloor upto 5m ht.

Laterite neatly dressed stones of size 29x24x14cmin cement mortar 1:5 for foundatioin and basement

Laterite work in cement mortar 1:5 for superstructure in Gfloor upto 5m ht.

206a Laterite neatly dressed stones of size 29x24x14cm

in cement mortar 1:6 for foundatioin and basement



1 m3 laterite work (vide item no.206a) m3 2574.15 2574.15 2831.57

0.15 no mason each 325.00 48.75 53.63

0.04 no man each 240.00 8.40 9.24

0.05 no women each 240.00 12.00 13.20LS hire for scaffolding LS 6.25 6.25

Total m3 2649.55 2913.88

Say Rs. 2,650 /m3 Rs. 2,914

208

0.15 no mason each 325.00 48.75 53.63

0.04 no man each 240.00 8.40 9.24

0.05 no women each 240.00 12.00 13.20

LS hire for scaffolding LS 6.25 6.25Total m3 75.40 82.32

Say Rs. 75 /m3 Rs. 82

RR MASONRY

274

1 m3 blasted rubble m3 270.00 270.00

0.3 m3 sand m3 1750.00 525.00

72 kg cement tonne 4700.00 338.40

0.7 no mason each 325.00 227.500.35 no man each 240.00 84.00

0.7 no women each 240.00 168.00

1 m3 conveyance for blasted rubble m3 499.00 499.00

0.3 m3 do sand m3 400.00 120.00

72 kg do cement kg 234.00 16.85

Total m3 2248.75 2473.62

Say Rs. 2,249 /m3 Rs. 2,474.00

275

1 m3 blasted rubble m3 270.00 270.000.3 m3 sand m3 1750.00 525.00

54 kg cement t 4700.00 253.80

0.7 no mason each 325.00 227.50

0.35 no man each 240.00 84.00

0.7 no women each 240.00 168.00

1 m3 conveyance for blasted rubble m3 499.00 499.00

0.3 m3 do sand m3 400.00 120.00

54 kg do cement kg 234.00 12.64

Total m3 2159.94 2375.93

Say Rs. 2,160 /m3 Rs. 2,376.00

207a Laterite work in cement mortar 1:6 for

superstructure in Gfloor upto 5m ht.

Laterite work for superstructure in eachsucessive floors add the extra labour to theprevious floor

Random rubble masonry in cement mortar 1:6 for foundation and basement

Random rubble masonry in cement mortar 1:8 for foundation and basement



0.3 m3 sand m3 270.00 81.00

72 kg cement t 1750.00 126.00

0.7 no mason each 4700.00 3290.00

0.35 no man each 325.00 113.75

0.7 no women each 240.00 168.00

0.3 m3 conveyance of sand m3 240.00 72.00

72 kg do cement kg 499.00 35.93

Total m3 3886.68 4275.35

Say Rs. 3,887 /m3 Rs. 4,275

277

1.05 m3 blasted rubble m3 270.00 283.50

1.05 m3 conveyance of blasted rubble m3 499.00 523.950.8 no rubble mason each 325.00 260.00

0.7 no man each 240.00 168.00

Total m3 1235.45 1359.00

Say Rs. 1,235 /m3 Rs. 1,359.00

0.8 no rubble mason each 325.00 260.00

0.7 no man each 240.00 168.00Total m3 428.00 470.80

Say Rs. 428.00 /m3 Rs. 471.00

278


1.05 m3 conveyance of blasted rubble m3 499.00 523.95

0.35 no mason each 325.00 113.75

0.70 noman each 240.00 168.00

0.70 no women each 240.00 168.00

Total m3 1257.20 1382.92

Say Rs. 1,257 /m3 Rs. 1,383.00

278


1.00 m3 conveyance of blasted rubble m3 499.00 499.00

0.70 no man each 240.00 168.00

0.70 no women each 240.00 168.00Total m3 1105.00 1215.50

275a Random rubble masonry wih Departmental stone

in cement mortar 1:6 for foundation and basement

Dry stone masonry for retaining wall including thecost and conveyance of all materials and labour etc,complete

277a Dry stone masonry with Departmental stone for

retaining wall including the cost and conveyance of all materials and labour etc, complete

Rough stone dry packing for Aprons andrevetments including the cost and conveyance of all materials and labour etc, complete

Rough stone dry packing for forming roadsurface including the cost and conveyance of all

materials and labour etc, complete



Say Rs. 1,105 /m3 Rs. 1,216.00

1 m3 cost of mutty stone m3 135.00 135.001 m3 conveyance m3 499.00 499.00

spreading gravel SI 656

0.35 no man each 240.00 84.00

Total 718.00 789.80

Say Rs. 718.00 /m3 Rs. 790.00

WOOD WORK

Anjily wood scantling 10dm3

14.4 dm3 Anjily wood log m3 25000.00 360.00

0.02 no man each 240.00 4.80

0.14 no 0.33m2 sawing(4.3 sawer for10m2) each 300.00 42.57

407.37

3.8 dm3 Deduct cost of outer slab(25%) m3 6250.00 23.75

383.62

14.4 dm3 conveyance of Anjily wood log m3 360.90 5.20

Total 10dm3 388.82 427.70

Say Rs. 389 /10dm3 Rs. 428

312 Anjily wood wrought and put up

10.5 dm3 Anjily wood scantling allowing 5% wa 10dm3 383.62 402.80

10.5 dm3 Conceyance of -do- m3 407.90 4.280.04 no carpenter each 325.00 13.00

0.04 no man each 240.00 9.60

Total 10dm3 429.68 472.65

Say Rs. 430 /10dm3 Rs. 473

DOORS AND WINDOWS

window size 150x150

hight of Aluminium plain section

2 ( 2x2x0.85) = 3.40 2 0.85 0.00

( 4 x 1.50 ) = 6.00 4 1.5 6.00

6.00

5% wastage 0.30

6.30

2 Area of glass(2x0.85x1.50) =2.55m2 0.85 1.50 2.55

Observed Data

9.87m 2x1 plain section m 150.00 1480.50 1628.55

2 1.5 2x1.5 top and bottom channel m 300.00 900.00 990.00

2.55 m2 4mm glass m2 260.00 663.00 729.30

9.87mrubber beading m 3.00 29.61 32.57

L.S conveyance 30.00 30.00

Packing with mutty stone in slushly portion of theroad

301a

Supplying and fixing Aluminium slinding window with plain glass



2 nos fitter each 210.00 420.00 462.00

2 nos man each 168.00 336.00 369.60

3859.11 4242.02

1.5 3687.21/(1.50x1.50) 1.5 3859.11 1715.16 1885.34

Say Rs. 1,715 /m2 Rs. 1,885

313

10.5 dm3 Anjily wood scanteling 10dm3 383.62 402.80


0.1 no man each 240.00 24.00

10.5 dm3conveyance of Anjily wood scanteling m3 495.00 5.20

Total 10dm3 503.50 553.85

Say Rs. 503 /10dm3 Rs. 554

Sub Data(A)

Labour charges

0.2 no mason each 325.00 65.00

0.3 no man each 240.00 72.00

LS conveyance and sundries 9.00

146.00 160.60

Hence fixing charge for door/ window Say Rs. 105 /Each Rs. 116

(B)

Labour charges

0.1 no mason each 325.00 32.50 35.75

0.1 no man each 240.00 24.00 26.40

LS conveyance and sundries 7.50 7.50

64.00 69.65

Hence fixing charge for door/ window Say Rs. 47.00 /Each Rs. 51

Door

1 m3 Cost of door frame @ /m2(MR) m2

Conveyance& fixing charges LS

Total

Say Rs. /m2 Rs.

Window

Say Rs. /m2 Rs.

Ventilator

Supplying and fixing Anjily wood planed andframed work for frames of door window ventilator etc

Fixing in position precast cement concrete Door /Window

Fixing in position cement concreteVentilator

313a

Suplying and fixing in position Cement ConcreteDoor/ window/ ventilator at different size withnominal reinforcement using 8mm tore steel etc.complete.



Say Rs. /10m2 Rs.

326

10m 2

sub data

304a

Anjily wood ceiling planks 12mm thick 10m2

183 dm3 Anjily wood log m3 25000.00 4575.00

0.55 no man each 240.00 132.00

4.64 no 10.8m2 sawing(4.3 sawer for10m2) each 300.00 1393.20

6100.20

45 dm3 Deduct cost of outer slab(25%) m3 6250.00 281.25

Total 5818.95

183 dm3 conveyance of Anjily wood planks m3 495.00 90.59

5909.54

Main Data10.5 m2 ceiling with 12mm Anjily wood planks, 10m2 5909.54 6205.01 6825.51

0.25 kg wire nail kg 42.00 10.50 11.55

1.1 no carpenter for fitting each 325.00 357.50 393.25

2.15 no carpenter for planing each 325.00 698.75 768.63

1.1 no man each 240.00 264.00 290.40

Scaffolding LS 6.25 6.25

7542.01 8295.59

Say Rs. 7,542 /10m2 Rs. 8,296

351

3.03 dm3 Anjily wood scanteling 10dm3 383.62 116.24

3.03 dm3 conveyanve of scantling m3 495.00 1.50


0.03 no man each 240.00 6.72

Total 10dm2 249.91 274.90

Say Rs. 250.00 /10dm2 Rs. 275.00

2.07 dm3

10dm3 383.62 79.33 87.27

2.07 m3 conveyance of Anjily wood m3 495.00 1.02 1.13

0.09 m2 glass pan, 3mm thick m2 235.00 20.21 22.23


0.03 noman each 240.00 6.72 7.39

LS nails, fillers, putty etc LS 1.25 1.38

Ceiling with 12mm Anjily woodplanks, planed, lap joined, and wirenailed to rafters and collors

Supplying and fixing Anjily wood fully panelledshutters to suit the door frames already fixed inposition,inclusive of all labour charges of all ironfittings,but excluding the cost of fittings

scanteling requires for 10dm2 is(50.303/168.56)10=3.03dm3

360a Supplying and fixing fully glazed Anjily wood

shutters to suit the window frames already fixed,including all labour charges for fixing iron fittings, butexcluding the cost of iron fittings

Anjily wood scanteling (37.78dm3 for 190.44dm2 ie,0.198dm3 for 10dm2)



Total 10dm2 233.99 257.38

Say Rs. 234 /10dm2 Rs. 257

368

1 qtlMS rods

qtl3250.00 3250.00

1 no blacksmith each 325.00 325.00

2 no carpenter each 325.00 650.00

1 qtl conveyance of MS rods t 234.00 23.40

Total qtl 4248.40 4673.24

Say Rs. 4,248 /Qtl Rs. 4,673

369

1.00 qtl MS flat qtl 3800.00 3800.00 4180.00

10.00 kg charcoal qtl 550.00 55.00 60.50

LS sundries LS LS 3.10 3.10

5.00 no blacksmith each 325.00 1625.00 1787.500.66 no man (bellow boy) each 240.00 158.40 174.24

1.00 qtl conveyance of MS flat t 234.00 23.40 25.74

Total qtl 5664.90 6231.08

Say Rs. 5,665 /Qtl Rs. 6,231

13

a 100mm iron butt hinges 85.00 /10nos 93.50

b 75mm iron butt hinges 42.00 /10nos 46.20

c 100mm aluminium tower bolt 250.00 /10nos 275.00

d 150mm aluminium tower bolt 320.00 /10nos 352.00e 200mm aluminium tower bolt 360.00 /10nos 396.00

f 200mm aluminium aldrop 1100.00 /10nos 1210.00

g 75mm iron hooks and eyes 20.00 /10nos 22.00

h 100mm iron hooks and eyes 26.00 /10nos 28.60

i 200mm iron hooks and eyes 50.00 /10nos 55.00

j 150mm aluminium door handle 250.00 /10nos 275.00

k 20*7mm steel screws 6.50 /10nos 7.15

l 25*8mm steel screws 7.50 /10nos 8.30

m 50mm pad lock-6 lever 120.00 /each 132.00

n 65mm pad lock-7 lever 185.00 /each 203.50

FLOORING

410

0.75 m3m3 3423.76 2567.82

10.0 m2

10m2 1315.14 1315.14

Total 10m2 3882.97 4271.26Say Rs 3883 /10m2 Rs. 4271

Providing MS rods for windows and windows andventilators

Providing MS flat ion works for hold fast to doorsand windows

Supplying and fixing iron fittings to doors andwindows

Flooring with cement concrete 1:4:8 75mmthickusing 40mm broken stone and plastyered over withcement mortar 1:3,12mm thick floated hard andtrowelled smooth

Cement concrete 1:4:8 using 40mmbroken stone (Sl.no.111)

Plastering in cement mortar 1:3,12mm thick one coat(Sl.no.506)



0.75 m3m3 3423.76 2567.82

10m2

10m2 1315.14 1315.14

10m2

10m2 271.05 271.05

Total 10m2 4154.02 4569.42

Say Rs 4154 /10m2 Rs. 4569

10m2

10.5 m2 ceramic floor tiles(add 5% wastage) m2 320.00 3360.00 3696.00

0.01 m3 sand m3 1750.00 17.50 19.25

23 kg cement t 4700.00 108.10 118.91

0.01 conveyance of sand m3 400.00 4.00 4.40

23 conveyance of cement t 234.00 5.38 5.92

10m2

10m2 1315.14 1315.14 1446.661.5 no mason each 325.00 487.50 536.25

0.9 no man each 240.00 216.00 237.60

117 no conveyance of tiles 1000no 518.00 60.43 66.48

LSLS 31.00 31.00

5605.06 6162.47

Say Rs 5605 /10m2 Rs. 6162

10m2

10.5 m2

m2 350.00 3675.00 4042.50

10m210m2 1315.14 1315.14 1446.66

1 no mason each 325.00 325.00 357.50

0.5 no man each 240.00 120.00 132.00

0.5 no boy each 180.00 90.00 99.00

52no conveyance of tiles 1000no 518.00 26.94 29.63

LS sundries for cutting machine etc LS 6.25 6.25

5558.33 6113.54Say Rs 5558 /10m2 Rs. 6114

410a Flooring with cement concrete 1:4:8 75mmthick

using 40mm broken stone and plastyered over withcement mortar 1:3,12mm thick and neat cementflushing coat

Cement concrete 1:4:8 using 40mmbroken stone(Sl.no.111)

Plastering in cement mortar 1:3,12mm thick one coat(Sl.no.506)

Cement flushing coat/second coatover cement plaster items(Sl.no.514)

409a

Flooring with ISO/ Ist quality ceramic floor tiles(30x30cm) laid in cement mortar 1:3,12mm thick inline and level as per specifications and directions

cement plaster 1:3,12mm thick

(Sl.506)

sundries for colour, cutting machineetc

409b Flooring with ISO/best quality rectified tiles (joint

free of size 45x45cm) laid in cement mortar 1:3,12mm thick in line and level as per specifications and directions

rectified joint free tiles(add 5%wastage)

cement plaster 1:3,12mm thick(Sl.506)



10m2

10.5 m2 victrified tiles(add 5% wastage) m2 570.00 5985.00 6583.50

10m2 10m2 1315.14 1315.14 1446.66

1 no mason each 325.00 325.00 357.50

0.5 no man each 240.00 120.00 132.00

0.5 no boy each 180.00 90.00 99.00


LS sundries for cutting machine etc LS 6.25 6.25

7856.93 8642.00

Say Rs 7857 /10m2 Rs. 8642

10.5 m2 gray marble slab m2 520.00 5460.00 6006.00

10m210m2 1277.44 1277.44 1405.18

1 no carborandom stone each 120.00 120.00 132.00

2 no mason each 325.00 650.00 715.00

2 no man each 240.00 480.00 528.00

0.5 no boy each 180.00 90.00 99.00

4 no polisher each 198.00 792.00 871.20

2 no man each 240.00 480.00 528.00

1 day hire of cutting mechine day 50.00 50.00 50.00

2 day hire of polishing mechine day 50.00 100.00 100.00sundries for wax,current charge etc LS 25.00 25.00

9524.44 10459.38

Say Rs 9524 /10m2 Rs. 10459

10.5 m2m2 645.00 6772.50 7449.75

10m2

10m2 1277.44 1277.44 1405.18

1 no mason each 325.00 325.00 357.50

0.5 no man each 240.00 120.00 132.00

0.5 no boy each 180.00 90.00 99.00


LS 20.00 20.00

8634.46 9495.91

Say Rs 8634 /10m2 Rs. 9496

409c

Flooring with ISO/best quality Vitrified tiles( 60x60cm) laid in cement mortar 1:3,12mm thick inline and level as per specifications and directions

cement plaster 1:3,12mm thick(Sl.506)

413a Flooring with gray marble slab over a bed of

cement mortar 1:4,12mm thick including the cost of polishing and all laour charges etc. complete

cement mortar 1:4,12mm thick(Sl.No,507)

413b

Flooring with polished granite tiles (cat eye redtiles of size 2x1 ft,10mm thick) over a bed of cementmortar 1:4,12mm thick including all laour chargesetc. complete

granite tiles (cat eye red tiles of size2x1 ft,10mm thick)

cement mortar 1:4,12mm thick(Sl.No,507)

sundries for cutting machine, colour for pointing etc



536

25nos/

25 nos coloured glazed tiles 10nos 125.00 312.50 343.75

5% wastage 15.63 17.19

1 m210m2 1315.14 131.51 144.67

0 m3 sand m3 1750.00 1.75 1.93

0.48 kg cement tonne 4700.00 2.26 2.48

0 m3 conveyance of sand m3 400.00 0.40 0.44

0.48 kg conveyance of cement tonne 234.00 0.11 0.12

0.90 no mason each 325.00 292.50 321.75

0.50 no man each 240.00 120.00 132.00

LS colour LS 3.10 3.10

25 nos conveyance of tiles 3000nos 518.00 4.32 4.75

Total m2 884.07 972.17

Say Rs 884 /m2 Rs. 972

ROOFING

305

10dm2

15.00 dm3 Anjily wood log(33% log value) m3 8250.00 123.75

1.64 m2 3.82m2 sawing(4.3 sawer for10m2) each 300.00 492.78616.53 678.18

Say Rs 617 /10dm2 Rs. 678

318

10dm3

10 dm3 Anily wood reepers 10dm3 429.68 429.68

0.05 kg Wire nails kg 42.00 2.10


0.1 no man each 240.00 24.00

488.28 537.11Say Rs 488 /10dm3 Rs. 537

328

10.5 dm3m2 429.68 4511.68

0.25 kg wire nails kg 42.00 10.50


2.15 no carpenter for plaining each 325.00 698.75

1.1 no man each 240.00 264.00

sundies for scaffolding LS 6.25

5848.68 6433.55

Dadoing the walls with coloured glazed tiles of size 20x20cm, 7.5mm thick,in 12mm cement mortar 1:3 and pointed with coloured cement

Plastering CM 1:3,12mmthick(Sl.506)

Supplying and fixing Anjily wood reepers 50mmx25mm to 38mmx16mm

Supplying and fixing Anjily wood reepers with wirenails of sutable length

Ceiling with 12mm thick Anjily wood planks innecessary overlaps using wire nails

anjily wood planks includingconveyance



Say Rs 5849 /10m2 Rs. 6434

452

145 no MP tiles of 340mm size 1000no 7000.00 1015.00

0.35 no mason each 325.00 113.75

0.35 no man each 240.00 84.00

145 no conceyance of tiles 1000no 518.00 75.11

1287.86 1416.65

Say Rs 1288 /10m2 Rs. 1417

0.35 no mason each 325.00 113.75

0.35 no man each 240.00 84.00

0.3 no women for clean each 240.00 72.00

269.75 296.73

Say Rs 270 /10m2 Rs. 297

458

27 nos MP hip and ridge tiles 1000nos 16000.00 432.00

0.1 m3 cement mortar 1:3 m3 1094.16 109.42

0.75 nos mason each 325.00 243.75

0.3 nos man each 240.00 72.00

0.3 nos boy each 180.00 54.00

27 nos conveyance of MP tiles 340mm size 1000nos 518.00 13.99

925.15 1017.67

Say Rs 925 /10m Rs. 1018

10m

0.1 m3 cement mortar 1:3 m3 1094.16 109.42

0.75 nos mason each 325.00 243.75

0.3 nos man each 240.00 72.00

0.3 nos boy each 180.00 54.00

0.2 nos women for cleaning each 240.00 48.00

527.17 579.88

Say Rs 527 /10m Rs. 580

460

Details for 30m

174 kg 1mm thick GI plainsheet Tonne 42000 7308.00

0.25 kg wire nails kg 42.00 10.50


1.5 no man each 240.00 360.00

174 kg conveyance of GI sheet T 234.00 40.72

8206.72

Hence for 10m 2735.57 3009.13Say Rs 2736 /10m Rs. 3009

Supplying and roofing with Ist class MP tiles 340mm size

452a

Roofing with Departmental MP roof tiles 340mmsize

Suplying and fixing MP hip and ridge tiles Ist classset in cement mortar 1:3 including finishing edges

458a

Fixing with Depatmental MP hip and ridge tiles setin cement mortar 1:3 including finishing the edges

Valleying with GI sheet 0.8mm thick 900mm widthwith over laps of 150mm at joints including nails etc.



453

11.5 m2 AC corrugated sheets m2 150.00 1725.001.05 kg

kg 50.00 52.50

11.5 m2

Tonne 234.00 40.37


1.60 no man each 240.00 384.00

Total 10m2 2721.87 2994.05

Say Rs 2722 /10m2 Rs. 2994

454

Details for 30m

31 pair plain AC ridge pair 120.00 3720.00


1.5 no man each 240.00 360.00

31 pair Tonne 234.00 32.64

Total 4600.14

Hence 10m 1533.38 1686.72

Say Rs 1533 /10m Rs. 1687

455

86 kg GI corrugated sheet 1mm thick t 43000.00 3698.00

2.05 kg

kg 50.00 102.501.35 no carpenter each 325.00 438.75

1.35 no man each 240.00 324.00

86 kg conveyance of GI corrugated sheet t 234.00 20.12

4583.37 5041.71

Say Rs 4583 /10m2 Rs. 5042

Details for 30m

Roofing with AC corrugated sheets with GI boltsand nuts and bitumenus washers includingnecessary ocer laps of 150 mm at ends etccomplete

GI hooks and crank bolts and nutsincluding GI plain washers, bitumenwashersetc(14x0.15x0.62kg/m=1.30kg)

conveyance of 11.50m2 ACsheet(15kg/m2)

Providing and fitting AC ridge capping with GI nutand bolts and bitumen washers etc complete.

conveyance of plain AC ridge31x0.3=9.3m2 (15kg/m2)

Roofing with galvanised iron corugatede sheets 1mm thick with overlape of 150mm at ends and GIhooks or crank bolts and nuts including plainwashers and bitumen washers etc. complete

GI hooks or crank bolts and nutsincluding plain washers and bitumen

washers(22x0.15x0.62kg/m=2.05kg)

455(a

Providing and fitting 0.8mm GI plane ridge capping with GI nut and bolts and bitumen washers etccomplete.



99.9 kgT 42000.00 4195.80

11.44 kg

kg 50.00 572.001.35 no carpenter each 325.00 438.75

1.35 no man each 240.00 324.00

99.9 kg conveyance of plain GI ridge t 234.00 23.38

Total 5553.93

Hence 10m 1851.31 2036.44

Say Rs 1851 /10m Rs. 2036

10m2 fiber corrugated sheet 1mm thick m2 1100.00 11000.00 12100.00

2.05 kg

kg 50.00 102.50 112.75

1.35 no fitter each 300.00 405.00 445.50

1.35 no man each 240.00 324.00 356.40

10m2conveyance of fiber corrugated sheet LS 30.00 30.00

11861.50 13044.65

Say Rs 11862 /10m2 Rs. 13045

11.5 m2

m2 230.00 3888.15 3888.15

1.65 kg

kg 50.00 82.50 90.75


1.35 no man each 240.00 324.00 356.40

16.91 Kg Conveyance of Alluminium sheet tonne 234.00 3.96 4.35

Total 10m2 4737.36 4822.28

Say Rs 4737 /10m2 Rs. 4822

11.3 kg

kg 230.00 2599.00 2599.000.5 no carpenter each 325.00 162.50 178.75

plain GI seet 0.8mm for ridge(6.66Kg/m2)

GI hook or nut and bolts of 100mmdia plain washers and bitumenwashers(123x0.15x0.62kg/m=11.44k

g)

455,b Roofing with fiber corugatede sheets 28gauge

with overlape of 150mm at ends and GI hooks or crank bolts and nuts including plain washers and

bitumen washers etc. complete

GI hooks or crank bolts and nutsincluding plain washers and bitumenwashers(22x0.15x0.62kg/m=2.05kg)

455,b

Roofing with alluminium corugatede sheets26gauge 0.46mm thick with overlape of 150mm atends and GI hooks or crank bolts and nuts includingplain washers and bitumen washers etc. complete

alluminium corrugated sheet [email protected]/[email protected]/Kg including GI plain washers, bitumenwashersetc(14x0.15x0.62kg/m=1.30kg)

457(a

Providing and fitting 1mm thick alluminium plane ridge capping with GI nut and bolts and bitumenwashers etc complete.

plain alluminiumsheet(10x0.225)@5.02Kg/[email protected]

30/Kg



0.5 no man each 240.00 120.00 132.00

11.30 Kg Conveyance of Alluminium sheet tonne 234.00 2.64 2.91

Total 2884.14 2912.66

Say Rs 2884 /10m Rs. 2913

c)

data for 6m

6 m PVC pipe,160mm dia (MR) m 130.00 780.00 858.00

7.8 kg 6x1m MS flat @1.3kg/m qtl 3800.00 296.40 326.04

sundries for conveyance,solvent etc LS 10.00 10.00

0.25 no plumber each 325.00 81.25 89.38

0.15 no man each 240.00 36.00 39.60

1203.65 1323.02

Hence for 1m 200.61 220.50

Say Rs 201 /m Rs. 221

d)

Details for 30m.

30 m 110mm PVC pipe (8kgf/cm2) m 204.00 6120.00 6732.00

add 10%for specials 612.00 673.20

LS clamp, cement ,paint etc LS 10.00 10.00

1.5 no. fitter each 300.00 450.00 495.00

1.5 no. man each 240.00 360.00 396.00

Total 7552.00 8306.20Hence m 251.73 276.87

Say Rs 252 /m Rs. 277

PLASTERING

506

0.14 m3 sand m3 1750.00 245.00

66 kg cement tonne 4700.00 310.20

0.9 no mason each 325.00 292.50

0.55 no man each 240.00 132.001.1 no women each 240.00 264.00


66 kg do cement kg 234.00 15.44

Total 10m2 1315.14 1446.66

Say Rs 1315 /10m2 Rs. 1447

0.09 m3 sand m3 1750.00 157.50

43 kg cement kg 4700.00 202.100.9 no mason each 325.00 292.50

Supplying and fixing 160mm dia PVC rain water gutter semicircular section including fifing with32x5mm MS flat supporters at 1m intervals

Supplying and laying 110mm dia PVC down water pipe with fittings such as tees, elbows, bends,checknuts, etc. complete

Plastering in cement mortar 1:3,12mm thick onecoat

506a

Plastering in cement mortar 1:3,9mm thick onecoat floated hard and trowelled smooth etc.

complete



0.55 no man each 240.00 132.00

1.1 no women each 240.00 264.00


43 kg do cement kg 234.00 10.06

Total 10m2 1094.16 1203.58

Say Rs 1094 /10m2 Rs. 1204

507

0.15 m3 sand m3 1750.00 262.50

54 kg cement tonne 4700.00 253.80

0.9 no mason each 325.00 292.50

0.55 no man each 240.00 132.00

1.1 no women each 240.00 264.00


54 kg do cement kg 234.00 12.64

Total 10m2 1277.44 1405.18

Say Rs 1277 /10m2 Rs. 1405

511

0.17 m3 sand m3 1750.00 288.75

59 kg cement tonne 4700.00 277.30

0.9 no mason each 325.00 292.50

0.55 no man each 240.00 132.00

1.1 no women each 240.00 264.00


59 kg do cement kg 234.00 13.81

Total 10m2 1334.36 1467.79

Say Rs 1334 /10m2 Rs. 1468

514

22 kg Cement tonne 4700.00 103.40

0.5 no mason each 325.00 162.50

22 kg conveyance of Cement t 234.00 5.15

Total 10m2 271.05 298.15

Say Rs 271 /10m2 Rs. 298

PAINTING

551

0 m3 quick lime m3 2200.00 6.60 7.26

0 m3 conveyance of lime m3 126.00 0.38 0.42

LS glue and other sundries LS 1.85 1.85

0.12 no special man each 255.00 30.60 33.66

0.12 no boy rach 180.00 21.60 23.76

Total 10m2 61.03 66.95

Say Rs 61 /10m2 Rs. 67

551

0 m3 quick lime m3 2200.00 6.60 7.260 m3 conveyance of lime m3 126.00 0.38 0.42



Cement flushing coat / second coat over cementplaster items

White washing two coats

Colour washing two coats



LS glue and other sundries LS 1.85 1.85

LS add rate fir colour LS 3.10 3.10


0.12 no boy rach 180.00 21.60 23.76

Total 10m2 64.13 70.05

Say Rs 64 /10m2 Rs. 70

1.48 kg white Cement kg 15.00 22.20

sundries LS 0.60

0.12 n o special man each 255.00 30.60

0.12 boy each 180.00 21.60

1.48 kg conveyance of cement t 234.00 0.35

75.35 82.88

Say Rs 75.50 /10m2 Rs. 83

2.48 kg whiteCement kg 15.00 37.20

sundries LS 0.60

0.2 n o special man each 255.00 51.00

0.2 boy each 180.00 36.00

2.48 kg conveyance of cement t 234.00 0.58

125.38 137.92

Say Rs 125 /10m2 Rs. 138

557+558

1.5 kg oil bond distember kg 68.00 102.00

sundries for breshes etc LS 3.7

0.5 no painter each 270.00 135.00

240.70 264.77

Say Rs 241 /10m2 Rs. 265

559

0.6 kg oil bond distember kg 68.00 40.80

sundries for breshes etc LS 1.85

0.25 no painter each 270.00 67.50

110.15 121.17Say Rs 110 /10m2 Rs. 121

560

3.2 kg water proof cement paint kg 24.00 76.80

LS sundries LS 3.10

0.5 no painter each 270.00 135.00

0.7 no woman each 240.00 168.00

Total 10m2 382.90 421.19

Say Rs 383.00 /10m2 Rs. 421

555a White washing with white cement one coat to walls

555b White washing with white cement two coat to walls

Painting with oil bond distember two coat to newwall

Painting with oil bond distember one coat to oldwall

Painting with water proof cement paint two coats to the new walls



561

1.4 kg water proof cement paint kg 24.00 33.60

LS sundries LS 1.85

0.25 no painter each 270.00 67.50

0.25 no woman each 240.00 60.00

Total 10m2 162.95 179.25

Say Rs 163.00 /10m2 Rs. 179

PAINTING

601

1 no man each 240.00 240.00 264.00

sundries LS 1.85 1.85

241.85 265.85

Say Rs 242.00 /10m2 Rs. 266.00

603

0.85 ltr wood primer ltr 85.00 72.25 79.48

LS sundries-bresh,sand paper,soap,putty etc LS 1.85 1.85

0.4 no painter each 270.00 108.00 118.80

Total 10m2 182.10 200.13

Say Rs 183.00 /10m2 Rs. 201.00

604

0.75 ltr iron primer ltr 85.00 63.75 70.13


0.4 no painter each 270.00 108.00 118.80

Total 10m2 174.25 191.43

Say Rs 175.00 /10m2 Rs. 191

1.65 ltr ready mixed paint ltr 126.00 207.90 228.69

LS sundries-bresh,sand paper,soap,putty etc LS 1.25 1.250.45 no painter each 270.00 121.50 133.65

Total 10m2 330.65 363.59

Say Rs 331.00 /10m2 Rs. 364.00

10m2 priming coat (603) 10m2 182.10 182.10

10m2 Painting,two coat(607) 10m2 330.65 330.65

Total 10m2 512.75 564.03

Say Rs 513 /10m2 Rs. 564

Painting with water proof cement paint one coats to the old walls

Scraping and cleaning old painted surface withsand paper

Painting priming coat on new wood work after rubbing with sand paper and cleaning the surface

Painting priming coat on new iron work after

rubbing with emery paper and cleaning the surface

607&60

6

Painting with ready mixed paint of approved colour and quality as specified, two coat(over aprimingcoat already done) to new wood work

607a Painting with ready mixed paint of approved colour

and quality as specified, two coat including a priming coat to new wood work



608

0.75 ltr ready mixed paint ltr 126.00 94.50 103.95


0.25 no painter each 270.00 67.50 74.25Total 10m2 163.85 180.05

Say Rs 164.00 /10m2 Rs. 181.00

1.75 ltr alumunium paint ltr 150.00 262.50 288.75


0.45 no painter each 270.00 121.50 133.65

Total 10m2 385.85 424.25

Say Rs 386 /10m2 Rs. 425.00

611

0.8 ltr alumunium paint ltr 150.00 120.00 132.00


0.25 no painter each 270.00 67.50 74.25

Total 10m2 189.00 207.75

Say Rs 189 /10m2 Rs. 208.00

1.15 ltr synthetic enamal paint ltr 162.00 186.30 204.93


1.1 no painter each 270.00 297.00 326.70

Total 10m2 486.65 534.98

Say Rs 487 /10m2 Rs. 535

614



0.5 no painter each 270.00 135.00 148.50

Total 10m2 217.85 239.45

Say Rs 218.00 /10m2 Rs. 239

10m2 priming coat (603) 10m2 182.10 182.10

10m2 Painting,two coat(612) 10m2 486.65 486.65Total 10m2 668.75 735.63

Painting with ready mixed paint of approved colour and quality as specified, for one coat to old wood work

609&61

0

Painting with Aluminium paint of approved colour and quality as specified, two coat(over aprimingcoat already done) to new iron work

Painting with Aluminium paint of approved colour and quality as specified, for one coat to old ironwork

612

$613 Painting with synthetic enamal paint of approvedcolour and quality as specified, two coat(over apriming coat already done) to new wood work

Painting with synyhetic enamal paint of approvedcolour and quality as specified, for one coat to old

wood work

612a Painting with synthetic enamal paint of approved

colour and quality as specified, two coat includinga priming coat to new wood work



Say Rs 669.00 /10m2 Rs. 736

612b



0.45 no painter each 270.00 121.50 133.65

Total 10m2 406.85 447.35

Say Rs 407 /10m2 Rs. 448.00



0.25 no painter each 270.00 67.50 74.25Total 10m2 198.95 218.66

Say Rs 199.00 /10m2 Rs. 219.00

10m2 priming coat (604) 10m2 174.25 174.25

10m2 Painting,two coat(612b) 10m2 406.85 406.85

Total 10m2 581.10 639.21

Say Rs 581 /10m2 Rs. 639.21

615

1.15 ltr plastic emulsion paint including primin ltr 180.00 207.00 227.70


1.15 no painter each 270.00 310.50 341.55

Total 10m2 520.60 572.35

Say Rs 521 /10m2 Rs. 572

0.4 ltr plastic emulsion paint ltr 180.00 72.00 79.20


0.4 no painter each 270.00 108.00 118.80

Total 10m2 181.85 199.85

Say Rs 182 /10m2 Rs. 200.00

0.8 ltr copal varnish ltr 105.00 84.00 92.40

Painting with synthetic enamal paint of approvedcolour and quality as specified, two coat(over

apriming coat already done) to new iron work

612c

Painting with synthetic enamal paint of approvedcolour and quality as specified, for one coat to oldiron work

612d Painting with synthetic enamal paint of approved

colour and quality as specified, two coat includinga priming coat to new iron work

Painting with plastic emulsion paint of approvedcolour and quality as specified, two coat includinga priming coat to new plastered surface

615a

Painting with plastic emulsion paint of approvedcolour and quality as specified, one coat to oldsurface

619a

Varnishing with Copal varnish two coat after rubbing with sand paper and cleaning the new wood

surface




1 no painter each 270.00 270.00 297.00

Total 10m2 355.85 391.25

Say Rs 356 /10m2 Rs. 392.00

621

0.35 ltr copal varnish ltr 105.00 36.75 40.43


0.45 no painter each 270.00 121.50 133.65

Total 10m2 160.10 175.93

Say Rs 160 /10m2 Rs. 176

625

1.4 ltr black japan paint ltr 57.00 79.80 87.78

LS sundries-bresh,sand paper,soap,putty etc LS 1.25 1.250.5 no painter each 270.00 135.00 148.50

Total 10m2 216.05 237.53

Say Rs 216 /10m2 Rs. 238

628

0.45 ltr synthetic enamel paint of approved qultr 162.00 72.9

Breshers LS 3.1

scaffolding LS 18.75

4.5 no painter each 270.00 1215

1.5 no man each 240.00 360

1669.75 1836.73

for average cost of each letters 16.7 18.37

Say Rs 17 /each Rs. 18

629

0.6 ltr synthetic enamel paint of approved qultr 162.00 97.2

Breshers LS 3.1

scaffolding LS 18.75

7 no painter each 270.00 18902 no man each 240.00 480

2489.05 2737.96



630

0.9 ltr ltr 162.00 145.8

Breshers LS 3.1

scaffolding LS 18.7510 no painter each 270.00 2700

Varnishing with Cpval varnish one coat after rubbing with sand paper and cleaning the old woodsurface

Painting with Black japan paint one coat to theexternal surface

Painting letters or figures 6.5, 8, 10cms height withany kind of paints. Detailsof cost of 100 letters

Painting letters or figures 13, 15, 18cms heightwith any kind of paints. Detailsof cost of 100 letters

Painting letters or figures 23, 25, 30cms heightwith any kind of paints. Detailsof cost of 100 letters

synthetic enamel paint of approvedquality



2 no man each 240.00 480

3347.65 3682.42



STEEL WORK

754

1.05 qtl cost of MS angles, plates, tees, channqtl 3800.00 3990.00

2 kgkg 60.00 120.00

3 m2 applying iron primer one coat 10m2 174.25 52.28

0.5 no blacksmith each 325.00 162.50

0.2 no heavy load mazdoor each 270.00 54.00

0.3 no fitter each 300.00 90.00

0.1 no heavy load mazdoor for cuttiung each 270.00 27.00


1.5 no heavy load mazdoor for punching holeeach 270.00 405.00


0.5 no heavy load mazdoor for revitting each 270.00 135.00


0.5 no heavy load mazdoor for revitting each 270.00 135.00

LS charcoal and hire for other appliances LS 5.00 15.00

LShoisting and errecting in position LS 37.50 37.50

1.05 qtl conveyance of MS steel T 234.00 24.57

Total T 5979.10 6577.00

Say Rs 5979 /Qtl 6578.00

63mm dia GI pipe for truss B class 1m

1 m 63mmGI pipe for truss m 230.00 230.00

L.S Labour for fabrication and errection L.S 40.00L.s Hire of machinery & current charges L.S 20.00

0.2 m2 Iron primer 10m2 85.00 1.70

L.s Scaffolding & welding roads etc LS 10.00

301.70 331.87

Say Rs 302 /m Rs. 332

1 m 50mm dia.GI pipe for truss m 185.00 185.00

L.S Labour for fabrication and errection L.S 30.00

L.s Hire of machinery & current charges L.S 15.000.16 m2 Iron primer 10m2 85.00 1.33

Steel work revetted or bolted in built up sections trusses and framed work with MS angles, ironplates, tees, etc. straightening, cutting, fabricating,and hoisting including applying a coat of iron priming

revets, nuts and bolts of sutable sizeand length

754a Providing tubular truss with 65mm GI pipe (B

class) including cost and conveyance of all materials, labour charges, scaffolding, errection charges, hireof tools and plants etc complete, including one coatof iron primer

754b 50mm dia. GI pipe for purline B class 1m



L.s Scaffolding & welding roads etc L.S 6.00

237.33 261.07

Say Rs 237 /m Rs. 261

1 m 40 mm dia.GI pipe for truss m 154.00 154.00

L.S Labour for fabrication and errection L.S 25.00

L.s Hire of machinery & current charges L.S 12.00

0.13 m2 Iron primer 10m2 85.00 1.06


197.06 216.77

Say Rs 197 /m Rs. 217

1 m 25 mm dia.GI pipe for truss m 110.00 110.00

L.S Labour for fabrication and errection L.S 22.00L.s Hire of machinery & current charges L.S 10.00

0.1 m2 Iron primer 10m2 85.00 0.85


146.85 161.54

Say Rs 147 /m Rs. 162

755

1.05 qtl cost of MS square or round, qtl 3250.00 3412.50

100 no welding rods,8g 100no 420.00 420.00

5 m2 applying iron primer one coat 10m2 174.25 87.13

2.5 no blacksmith for leveling each 325.00 812.50

1.25 no blacksmith for cutting each 325.00 406.25

1.0 no heavy load man mazdoor for helping each 270.00 270.00

1.0 no welder each 325.00 325.00

1.0 no heavy load man mazdoor for welding each 270.00 270.00

2.5 no blacksmith for grinding each 325.00 812.50

1.05 qtl conveyance of steel t 234.00 24.57

currient charge, hire for welding plant LS 37.50

sundries LS 50.00

grinding stones LS 25.00

6952.95 7648.24

Say Rs 6953 /m Rs. 7648

763

10 dm2 rolling shutter m2 1400.00 140.000.03 no fitter each 300.00 9.00

754c 40 mm dia. GI pipe B class 1m

754d 25 mm dia. GI pipe B class 1m

Providing MS grills for window and compoundgates including all labour, hire charges for fabricating and cost of all materials and applying acoat of iron primer

Supplying and fixing rolling shutters of appovedmake and painted with a priming coat of iron primer,made of 80x1.25mm MS laths interlocking together through their entire length and jointed together atthe end by end locks mounted on speciallydesigned pipe shaft with brackets, side guides andarrangements for inside and outside locking withpush and pull operation etc complete.



0.03 no man each 240.00 7.20

0.03 no mason each 325.00 9.75

Total 10dm2 165.95 182.55

Say Rs. 166 /10dm2 Rs. 183.00

Supplying and fixing top cover to rolling shutter

1 m top cover m 450.00 450.00

LS for conveyance and fitting LS 10.00

Total m 460.00 506.00

Say 460.00 /m 506.00

10 dm2 collapsible grill m2 1400.00 140.00

0.03 no fitter each 300.00 9.00

0.03 no man each 240.00 7.20

0.03 no mason each 325.00 9.75

Total 10dm2 165.95 182.55

Say Rs. 166 /10dm2 Rs. 183.00

A

I. Material0.204 Qtl 75 x 75 x 6 mm Angle(3x6.8kg/m) Qtl 4087.00 833.75 917.12

Cutting Charges LS 20.00 20.000.134 Qtl MS Sheet(0.54m2x24.75kg/m2) Qtl 4087.00 547.66 602.42

0.091 m3 10m3 562.80 5.12 5.63

0.091 m3 CC 1:4:8 m3 2625.32 238.90 262.79

1.600 m2 Priming Coat 10m2 140.65 22.50 24.75

1.600 m2 Synthetic Enamel paint 10m2 369.05 59.05 64.95

LS 40.00 40.00

1766.98 1943.68

Say Rs 1767.00 /each Rs 1944.00

SANITARY

763a

763b Supplying and fixing steel collapsible grill of

appoved make and painted with a priming coat of iron primer, interlocking together through their entire length and jointed together at the end by end

locks with brackets, side guides and arrangementsfor inside and outside locking with push and pulloperation etc complete.

Supplying and Fixing Fabricated sign board of size90 X 60 triangle on the road way whereever necessarywith 16 gauge MS sheet in 75 x 75 x 6 mm frames andpost for supporting the board. Fixing the board with MSChannel using bolt and nut and fixing the board in cementconcrete 1:4:8 (using 40mm broken stone) blocks of size45 x 45, 40cm with bottom level of board at 180 cm aboveground level applying 2 coat of required paint over a coatof iron primer including all labour and hire charges for fabricating and cost of materil etc complete

Earth Work in ord. soil, 0.45 x 0.45 x45

Conveyance of Board to site andfixing position including 'U' Clamp



1.0 no. 550x400mm basin each 480.00 480.00

1.0 no. 15mmCP brass pillor tap each 242.00 242.00

1.0 no. 15mm GM wheel valve each 171.00 171.00

1.0 no. 15mm PVC connection with union(he each 44.00 44.00

1.0 no. CP brass chain with 32mm rubber plu each 117.00 117.00

1.0 no. 32mm PVC waste each 58.00 58.00

1.0 pair CI brackets pair 55.00 55.00

sundies LS 11.25

2.0 kg cement t 4700.00 9.40

0.5 no. plumber each 325.00 162.50

1.0 man each 240.00 240.00

0.5 mason each 325.00 162.50

Total each 1752.65 1927.92

Say Rs. 1753 /Each Rs 1928.00

1 no

each 1606.00 1606.00

1.5 kg cement t 4700.00 7.05

0.25 no. plumber each 325.00 81.25

0.25 no. mason each 325.00 81.25

1775.55 1953.11

Say Rs. 1776 /Each Rs 1953

860

1 no. wihite glazed IWC with trap each 484.00 484.00

1 pair foot rest pair 96.00 96.00

LSLS 30.00

7 kg cement T 4700.00 32.90

855a

Supplying and fixing 550x400mm or nearest size wash hand basin of white glazed eartherenware,

Indian make, bst quality with CI brackets paintedwhite ,one central 15mm CP brass pillar tap, 1 no.15mm PVC connection with brass union, 1 no.15mm GM wheel valve, rubber plug and CP brasschain 32mm, 32mm PVC waste pipe with accesscap, etc, complete including cutting and makingghood the walls, painting the brackets and wasteconnection with sutable paint two coats, etc comple

855

bSupplying and fixing Stainless steel sink (1mmthick sheet) of over all size 510x432x165mm withcuppling and stainer

Stainless steel sink (1mm thicksheet) of over all size510x432x165mm

Supplying and fixing Indian type white glazedearthernware WC 580x400 mm or nearest siuzewith P ro S trap, embedding in brick jelly concrete,with a pair of porcelane foot rest and formingsquattiung platform 900x700mm plastered withcement mortar 1:3 with neat cement flushing coat ,including cutting and making good the wall, floors,etc complete

birick jelly concrete, and other sundries



0.6 no. mason each 325.00 195.00

0.6 no. man each 240.00 144.00

Total each 981.90 1080.09


1 no. wihite glazed orissa pan IWC with trap each 600.00 600.00

LSLS 30.00

7 kg cement T 4700.00 32.90

0.6 no. mason each 325.00 195.00

0.6 no. man each 240.00 144.00

Total each 1001.90 1102.09


861

1 no glazed EWC with trap each 634.00 634.00

1 no seat cover each 232.00 232.00sundries for plug, screws etc, LS 7.50

2 kg cement kg 4.70 9.40

0.3 no mason each 325.00 97.50

0.3 no man each 240.00 72.00

1052.40 1157.64


1 no 5ltr PVC low level flush tank each 791.00 791.00

1 no 15mm GM wheel valve each 171.00 171.00

1 no 15mm PVC connection each 44.00 44.00

0.25 no fitter/plumber each 325.00 81.25

0.2 no man each 240.00 48.00

1135.25 1248.78

Say Rs. 1136.00 /Each Rs 1249.00

860a

Supplying and fixing Indian type white glazedearthernware WC orissa pan 530x400mm or nearest siuze with P ro S trap, embedding in brick jelly concrete and forming squattiung platform900x700mm plastered with cement mortar 1:3 withneat cement flushing coat , including cutting andmaking good the wall, floors, etc complete

birick jelly concrete, and other sundries

Supplying and fixing European type white glazedearthernware WC with P ro S trap, and plasticseatcover with hinges and rubber bufer ,includingcutting and making good the wall, floors, etccomplete

862a

Supplying and fixing high quality PVC automatic lowlevel flush tank with necessary screws and fittings,including 15mm GM wheel valve with 15mm PVCconnection etc complete



854

1 no flat back, lipped front urinal each 368.00 368.00

1 no 15mm GM wheel valve each 171.00 171.00

1 no 15mmPVC connection each 44.00 44.00

1 no 32mm PVC waste pipe each 58.00 58.00

sundries for conveyance,screws ,plugs etc. LS 7.50

2 kg cement kg 4.70 9.40

0.5 no mason each 228.00 114.00

0.5 no man each 168.00 84.00

855.90 941.49

Say Rs. 856.00 /Each Rs 941

WATER SUPPLY

883

Details for 30m.

30 m 20mm PVC threaded pipe (10kgf/cm2 m 11.00 330.00 363.00

add 15%for specials 49.50 54.45


2 no. fitter each 210.00 420.00 462.00

2 no. man each 168.00 336.00 369.60Total 1150.50 1264.05

Hence m 38.35 42.14

Say Rs. 38.50 /m Rs. 42.00

Details for 30m.

30 m 25mm PVC threaded pipe (10kgf/cm2 m 15.00 450.00 495.00add 15%for specials 67.50 74.25


2 no. fitter each 210.00 420.00 462.00

2 no. man each 168.00 336.00 369.60

Total 1288.50 1415.85

Hence m 42.95 47.20

Say Rs. 43 /m Rs. 47.00

884 30 m

Supplying and fixing white glazed earthernware flatback, lipped front, urinal of size 430x260x350mm ,15mm GM wheel valve with 15mm PVC connectionand 32mm PVC wastage pipe with brass union,including cutting and making good the wall

Supplying threading and jointing 20mm dia PVCpipe and specials such as tees, bends, elbows,checknuts etc, with clamps including cutting andmaking good the walls, painting with suitable painttwo coat, etc complete.(Internal)

883a Supplying threading and jointing 25mm dia PVC

pipe and specials such as tees, bends, elbows,checknuts etc, with clamps including cutting andmaking good the walls, painting with sutable painttwo coat, etc complete.(Internal)

Supplying and laying 40mm dia PVC pipe withfittings such as tees, elbows, bends, checknuts,

etc.including trenching to a minimum depth of 0.5m.And refilling etc, complete(External)



30 m 40mm PVCpipe (8kgf/cm2) m 28.00 840.00 924.00

add 5% specials 42.00 46.20

0.5 no. fitter each 210.00 105.00 115.50

0.5 no. man each 168.00 84.00 92.40

3 no. man for tnching each 168.00 504.00 554.40

L.S 3.75 3.75

Total 1578.75 1736.25

hence for 1m m 52.63 57.88

Say Rs. 52.50 /m Rs. 58.00

30 m

30 m 110mm PVCpipe (8kgf/cm2) m 204.00 6120.00

add 5% specials 306.00

0.5 no. fitter each 210.00 105.000.5 no. man each 168.00 84.00

3 no. man for tnching each 168.00 504.00

Total 7119.00

hence for 1m m 237.30 261.03

Say Rs. 237 /m Rs. 261

1 no. 25mm unbreakable PVC ball valve each 34.00 34.00 37.40

fitting charges, gum etc LS 7.50 7.50

41.50 44.90

Say Rs.41.50 /Each Rs.45

1 no. CP shower rose, adjustable type each 226.00 226.00 248.60


236.00 258.60

Say Rs.236 /Each Rs.259

1 no. Brass and gun metal 15mm SDB tap each 148.00 148.00 162.80


153.00 167.80

SayRs. 153.00 /Each Rs. 168

1 no.each 256.00 256.00 281.60


261.00 286.60


884a

Supplying and laying 110mm dia PVC pipe withfittings such as tees, elbows, bends, checknuts,etc.including trenching to a minimum depth of 0.5m.And refilling etc, complete(External)

884b

Supplying and fixing best quality 25mmunbreakable PVC ball valve

884b

Supplying and fixing best quality CP shower rose,adjustable type

884b

Supplying and fixing best quality Brass and gunmetal 15mm SDB tap

Supplying and fixing best quality Brass and gunmetal 20mm stop cock

Brass and gun metal 20mm stopcock



1 no. 110mm steel grating to toilet floor each 16.15 16.15 17.77


19.15 20.77


30 m

1 m 40mm PVCpipe (8kgf/cm2) m 28.00 28.00 30.80

add 5% specials 1.40 1.54


Total 31.40 34.34

Say Rs.31.50 /m Rs.34.50

ROAD WORK (IRC Specification)

651

0.5 no. man each 240.00 120.00 132.00

Say Rs 120.00 /10m2 Rs. 132.00

652

0.25 no. man each 240.00 60.00 66.00

Say Rs 60.00 /10m2 Rs. 66

653

0.5 no. man each 240.00 120.00 132.00

Say Rs 120.00 /10m2 Rs. 132.00

659

1.40 M3 earth in hard soil 10m3 1314.00 183.96

1.40 M3 consolidation by ramming (Vide item no.67) 74.16 10.38

194.34 213.78Say Rs 194 /10m Rs. 214

Earth work

1.2 IRC Forming Embankment

10m3

0.027 Day Hire charges of roller day 2080.00 56.16

0.5 Liter Diesel oil lit 36.00 18

74.16 81.58

Say Rs 75.00 /10m2 Rs. 82

1.3 IRC Preparation of subgrade

Supplying and fixing best quality 110mm steelgrating to toilet floor

884.c Supplying and fixing 40mm dia PVC pipe with

specials for septic tank ventilator(External)

Sectioning upto150mm and forming the surface for new work

Sectioning upto150mm and forming the surface for old work

Picking 50mm to 100mm old matelled surface andsectioning

Forming and consolidatioin sides of the road 1mwide on either side of the road and gravelling to thesame sectioin

Extra charges for compaction with Power Roller



0.027 Day Hire charges of roller day 2080.00 56.16

0.5 Liter Diesel oil lit 36.00 18

74.16 81.58

Say Rs 75.00 /10m2 Rs. 82

a



1.0 m3 conveyance of metal m3 499.00 499.00

939.00 1032.90

Say Rs 939.00 /10m2 Rs. 1033

b


1.0 m3 conveyance of metal m3 499.00 499.001009.00 1109.90

Say Rs 1009.00 /10m2 Rs. 1110

c



1239.00 1362.90

Say Rs 1239.00 /10m2 Rs. 1363

d



1019.00 1120.90

Say Rs 1019.00 /10m2 Rs. 1121

e

1.0 m3 red earth m3 125.00 125.00

1.0 m3 conveyance of red earth m3 257.00 257.00

382.00 420.20

Say Rs 382.00 /10m2 Rs. 420

2.1.2

0.67 no. man for spreading each 240.00 160.80 176.88

0.67 no. women for spreading each 240.00 160.80 176.88

0.67 no. boy for spreading each 180.00 120.60 132.66


0.22 ltr diesel ltr 36.00 7.92 8.71


476.93 521.94Say Rs 477 /10m2 Rs. 522

Supplying and stacking 60mm( 70% of 60mm and30%of 36mm) graded metal for measurements

Supplying and stacking 36mm metal for measurements

Supplying and stacking 12mm metal for measurements

Supplying and stacking 6mm metal for

measurements

Supplying and stacking red earth blinding materialfor measurements

Sub base work:- Metalling the road way 100mmspreaded thickness compacted to 75mm usingdeptl. broken stones (graded in the ratio of 7:3 of 60mm and 36mm size)



2.2.2

0.67 no. man for spreading each 240.00 160.80 176.88

0.67 no. women for spreading each 240.00 160.80 176.88

0.67 no. boy for spreading each 180.00 120.60 132.66


0.22 ltr diesel ltr 36.00 7.92 8.71


476.93 521.94

Say Rs 477 /10m2 Rs. 522

2.3.2

0.5 no man for picking old matel each 240.00 120.00 132.000.35 no man for spreading matel each 240.00 84.00 92.40

0.35 no women for spreading matel each 240.00 84.00 92.40

0.35 no boy for spreading matel each 180.00 63.00 69.30


0.22 ltr diesel ltr 36.00 7.92 8.71


385.73 421.62

Say Rs 386.00 /10m2 Rs. 422.00

.1.1.2

0.03 day hire of boiler and sprayer day 100.00 3.00 3.00

0.03 day hire of mini hot mix plant day 830.00 24.90 24.90

0.09 day Hire for wheel barrows day 3.50 0.32 0.32

1 ltr diesel for HM plant ltr 36.00 36.00 39.60

2.7 ltr kerosene for heating aggregate ltr 26.00 70.20 77.22

2 ltr kerosene for heating bitumen ltr 26.00 52.00 57.20


48 kg bitumen kg 35.927 1724.50 1724.50

48 kg conveyance of bitumen T 459.00 22.03 24.24

1.8 no spical man each 255.00 459.00 504.90

0.75 no women each 240.00 180.00 198.00sundries LS 1.35 1.35

2574.64 2656.57

Say Rs 2575 /m3 Rs. 2657

Except cost and conveyance of Bitumen

.1.1.2


0.03 day hire of mini hot mix plant day 830.00 24.90 24.90

0.09 day Hire for wheel barrows day 3.50 0.32 0.321 ltr diesel for HM plant ltr 36.00 36.00 39.60

Base course work:- Metalling the road way100mm spreaded thickness compacted to 75mmusing 36mm deptl. broken stones

Remetalling the road way with deptl broken stonesand blinding materials (new stones supplied at0.5m3 for 10m2 and blinding material at 0.12m3 for 10m2)

Leveling undulatioins less than 20mm with 12mm deptl broken stone, premixed with 48kg of bitumen

for 1m3 of matel including hire of all tools and plantsetc complete

Leveling undulatioins less than 20mm with 12mm deptl broken stone, premixed with 48kg of bitumenfor 1m3 of matel including hire of all tools and plantsetc complete



3.2.2

Data for 100m2

0.12 day hire of boiler and sprayer day 100.00 12.00 12.000.12 day hire of roller day 2080.00 249.60 249.60

0.12 day hire of hot mix plant day 830.00 99.60 99.60


2.2 ltr diesel for roller ltr 36.00 79.20 87.12



11.6 ltr kerosene for heating bitumen ltr 26.00 301.60 331.76

291 kg bitumen kg 35.927 10454.76 10454.76



3 no women each 240.00 720.00 792.00

sundries LS 5.00 5.0014393.89 14751.05

for 10m2 1439.39 1475.11

Say Rs 1440.00 /10m2 Rs. 1476.00


3.2.2

Data for 100m2


0.12 dayhire of roller day 2080.00 249.60 249.60








3 no women each 240.00 720.00 792.00


3805.56 4149.37

for 10m2 380.56 414.94

Say Rs 381 /10m2 Rs. 415

3.2.2.a

Data for 100m2







Providing 20mm premixed chipping carpet over WBM surfacewith deptal. broken stone (Total usageof bitumen is 29.1kg/10m2)

Providing 20mm premixed chipping carpet over WBM surfacewith deptal. broken stone (Total usageof bitumen is 29.1kg/10m2)

Providing 20mm premixed chipping carpet over BT surface with deptal. broken stone (Total usage of bitumen is 26.6kg/10m2)





266 kg bitumen kg 35.927 9556.58 9556.58



3 no women each 240.00 720.00 792.00


13458.24 13811.66

for 10m2 1345.82 1381.17

Say Rs 1346 /10m2 Rs. 1381


3.2.2.a

Data for 100m2

0.12 day hire of boiler and sprayer day 100.00 12.00 12.000.12 day hire of roller day 2080.00 249.60 249.60








3 no women each 240.00 720.00 792.00


3805.56 4149.37

for 10m2 380.56 414.94Say Rs 381 /10m2 Rs. 415

3.6.1.2





27.5 kg bitumen kg 35.927 987.99 987.99

11 kg fire wood T 3400.00 37.40 41.14

27.5 kg conveyance of bitumen T 459.00 12.62 13.88


0.75 no man each 240.00 180.00 198.00

0.75 no women each 240.00 180.00 198.00


1928.38 2015.81

Providing 20mm premixed chipping carpet over BT surface with deptal. broken stone (Total usage of bitumen is 26.6kg/10m2)

Filling up pot holes (cut and formed to regular shapes And all loose and defective materialsremoved) after applying a priming coat of hotbitumen using 36mm deptl broken stone andcom,pacting with power roller to get a compactsurface and applying hot bitumen by sprayer including cost, hire and conveyance of all materials,hire of tools and plants (total usage of bitumen is

27.5kg/m3)



Say Rs 1928 /m3 Rs. 2016

3.6.1.2





11 kg fire wood T 3400.00 37.40 41.14


0.75 no man each 240.00 180.00 198.000.75 no women each 240.00 180.00 198.00


927.77 1013.93

Say Rs 928.00 /m3 Rs. 1014

3.6.2.2




1 ltr diesel for roller ltr 36.00 36.00 39.60

60 kg bitumen kg 35.927 2155.62 2371.18

24 kg fire wood T 3400.00 81.60 89.76


5 no special man each 255.00 1275.00 1402.50

0.5 noman each 240.00 120.00 132.00

2 no women each 240.00 480.00 528.00


4307.59 4725.17

Say Rs 4308.00 /m3 Rs. 4725

Filling up pot holes (cut and formed to regular shapes And all loose and defective materialsremoved) after applying a priming coat of hot

bitumen using 36mm deptl broken stone andcom,pacting with power roller to get a compactsurface and applying hot bitumen by sprayer including cost, hire and conveyance of all materials,hire of tools and plants (total usage of bitumen is27.5kg/m3)

Filling up pot holes (cut and formed to regular shapes And all loose and defective materialsremoved) after applying a priming coat of hotbitumen using 12mm deptl broken stone premixed

with bitumen and compacting with power roller toget a compact surface and including cost andconveyance of all materials, hire of tools and plants(total usage of bitumen is 60kg/m3)



3.6.2.2




1 ltr diesel for roller ltr 36.00 36.00 39.60

24 kg fire wood T 35.93 0.86 0.95

5 no special man each 255.00 1275.00 1402.50

0.5 no man each 240.00 120.00 132.00

2 no women each 240.00 480.00 528.00

sundries LS 0.40 0.402043.69 2234.88

Say Rs 2044.00 /m3 Rs. 2235

Deepening of well

63

1.10 no man each 168.00 184.80

3.00 no boy each 126.00 378.00

562.80 619.08

Say Rs. 563.00 /10m3 Rs. 620.00

a1.25 m3

10m3 562.80 703.50 773.85

Say Rs. 704.00 /10m3 Rs. 774.00

b1.25 m3 10m3 703.50 879.38 967.31

Say Rs. 880.00 /10m3 Rs. 968.00

c1.25 m3 10m3 879.38 1099.22 1209.14

Say Rs. 1100.00 /10m3 Rs. 1210.00

d1.25 m3 10m3 1099.22 1374.02 1511.43

Say Rs. 1375.00 /10m3 Rs. 1512.00

e1.25 m3 10m3 1374.02 1717.53 1889.28

Say Rs. 1718.00 /10m3 Rs. 1890.00

Filling up pot holes (cut and formed to regular shapes And all loose and defective materialsremoved) after applying a priming coat of hotbitumen using 12mm deptl broken stone premixed

with bitumen and compacting with power roller toget a compact surface and including cost andconveyance of all materials, hire of tools and plants(total usage of bitumen is 60kg/m3)

Earth work excavation in ordinary soil for deepeningthe well upto 2.5m dia.and depositing on the bankwith initial leads and lift of 1.5m

Ist depth of 1.5-3.0m add 25% to the rate of initialdepth

2nd depth of 3.0-4.5m add 25% tothe rate of previus depth

3rd depth of 4.5-6 m add 25% to therate of previus depth

4th depth of 6-7.5m add 25% to therate of previus depth

5th depth of 7.5-9m add 25% to therate of previus depth



f 1.1 m3 10m3 1717.53 1889.28 2078.21

Say Rs. 1890.00 /10m3 Rs. 2079.00

Errcetion of RCC ring2a

Data for each ring

0.054 m3 concrete 10dm3 38.88 209.95

2.17 m2 form work-@50% of slab 10m2 1370.88 297.48

0.5 no man for errecting each 168.00 84.00

Total 591.43 650.58

Say Rs. 591 /each 651.00

b

Data for each ring

0.061 m3 concrete 10dm3 38.88 237.17



Total 655.66 721.23

Say Rs. 656.00 /each 721

c

0.068 m3 concrete 10dm3 38.88 264.38



Total 722.63 794.90

Say Rs. 723.00 /each 795.00

d

0.08 m3 concrete 10dm3 38.88 311.04



Total 847.43 932.17

Say Rs. 847 /each 932

e

0.15 m3 concrete 10dm3 38.88 583.203.72 m2 form work-@50% of slab 10m2 1370.88 509.97

6th depth of 9m-10.5 add 10% to therate of previus depth

Providing and errceting in well RCC ring of 1.2mdia, 0.05 thick and 0.3 height with 1:2:4 using 20mmbroken stone




Providing and errceting in well RCC ring of 2.1mdia, 0.075 thick and 0.3 height with 1:2:4 using20mm broken stone in 11m height




Total 1177.17 1294.88

Say Rs. 1177 /each 1295.00

e

0.17 m3 concrete 10dm3 38.88 660.96



Total 1345.40 1479.94

Say Rs. 1345 /each 1480.00

Providing and errceting in well RCC ring of 2.4m

dia, 0.075 thick and 0.3 height with 1:2:4 using20mm broken stone



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#VALUE!

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Alangad Block

Sl.No. Materials Avg.lead Amount

1 Rubble and broken stone 36 Km 386.75

2 River sand 27 km 311.15

3 Cement and Steel 5 km 187.20

4 Bitumen 50 km 377.90

5 Brick 27 km 420.90

6 Laterite 14 km 201.95

7 Lime 5km 100.40

8 Timber(scantling) 46 km 407.90

9 Earth for filling 14 km 201.95

Assistant Executive Engineer

Conveyance of materials by lorry - Average lead (Paravoor Taluk)

Certified that the distance noted in the data for conveyance of materialsexcept cement/steel and earth are the average Taluk wise conveyanceapproved by the Exe. Engineer, Building Division, Ernakulam and for cement /steel and earth are the minimum lead required



Block Panchayath, Paravoor



ABSTRACT OF RATES

Description of works Rate with out C.P Rate with C.P

CLEARING SITE

1 Clearing grass and other growth of vegitations 120.00 /100m2 132.00 /100m2

2 Clearing light jungles 240.00 /100m2 264.00 /100m2

3 Clearing tick and throny jungles and small trees 480.00 /100m2 528.00 /100m2

4 Felling trees 60to120 girth 214.00 /Each 235.00 /Each

DESMANTLING

6 Dismantling brick, laterite,rubble masonry in mud 168.00/m3 185.00/m3

7 Do DR masonry 168.00 /m3 185.00 /m3

8 Do in lime mortar 276.00 /m3 304.00 /m3

9 Do in cement mortar 384.00 /m3 422 /m3

12 Dismantling or chipping RCC 28 /10dm3 31 /10dm3

13 Removing floor tiles 141 /10m2 155 /10m2

14 Do MP roof tiles 120.00 /10m2 132.00 /10m2

15 Do pan or pot roof tiles 240.00 /10m2 264.00 /10m2

16 Do wrought and framed timber from roof 7.91 /10dm3 8.70 /10dm3

17 Dismantling door with shutters 196.00 /Each 215 /Each

18 Do window with shutters 129 /Each 142 /Each

19 Do ventilator with shutters 73 /Each 80 /Each

20 Do ceiling 198.00 /10m2 218.00 /10m2

21 Taking down shutters of doors 57.00 /10m2 62.15 /10m2

22 Do shutters of windows 45.00 /10m2 49.00 /10m2

23 Do shutters of ventilator 21.05 /10m2 23.16 /10m2

28 Dismantling cement concrete/RCC 720.00 /m3 792.00 /m3

30 Do lime mortar 72.00 /10m2 79.20 /10m2

IN PARAVOOR TALUK BASED ON 2010 SCHEDULE OF RATES

Sl.No.



31 Do cement mortar 120.00 /10m2 132.00 /10m2

EARTH WORK

51 Earth work excavation in ordinary soil for foundati Rs. 804 /10m3 884 /10m3

52 Do - in hard soil for foundation Rs. 1,500 /10m3 1650 /10m3

53 Do - in ordinary rock for foundatio Rs. 2,814 /10m3 3095 /10m3

54 Do - in granite rock blasting Rs. 5,376 /10m3 5913 /10m3

56 Do - in ordinary soil for cutting and f Rs. 711 /10m3 782/10m3

57 Do - in hard soil for cutting and fil Rs. 1,314 /10m3 1445 /10m3

60 Do - in under water or liquid mud Rs. 853 /10m3 939 /10m3

61 Earth consolidation by Power Roller 109 /10m3 112 /10m3

65 Granite rock blasting in wells for initial deapth 5375.8 /10m3 5913 /10m3

65(a)Granite rock blasting in wells for additional deapth Rs. 265 /10m3 291 /10m3

67 Earth consolidation by ramming Rs. 168 /10m3 185 /10m3

67b Earth filling with ordinary soil,consolidation by ram Rs. 2,777 /10m3 3055 /10m3

67d Rs. 2,886 /10m3 3174 /10m3

67f Earth filling with hard soil,consolidation by rammin 3380 /10m3 3718 /10m3

67g Bailing out water Rs. 117 /Hr 128 /Hr

67h Sand filling with sea sand Rs. 875 /m3 963 /m3

Rs 556 /m3 0 /m3

Rs. 67 /m3 Rs 74.00 /m3

67i Putting ring bunds Rs. 1,635 /m 1799 /m

67j Putting bunds with sand bags 6643 /10m 7308 /10m

CONCRETE

110 Cement Concrete 1:3:6,using 40mm matel Rs. 3,705 /m3 0 /m3

111 Do 1:4:8, 40mm Rs. 3,424 /m3 0 /m3

Earth filling with ordinary soil, consolidation bypower roller

road

Earth work excavation in hard soil extra additionallift 1.5m or part thereof over initial lift



122 Do 1:2:4,using 20mm matel 48 /10dm3 0 /10dm3

122a Do 1:(1.5):3,using 20mm matel 53 /10dm3 0.00 /10dm3

123 Do 1:3:6,using 20mm matel 42.50 /10dm3 0 /10dm3

123a Do 1:3:6,using graded(60:40 %,40mm,20mm) Rs. 3,926 /m3 4318/m3

b Rs. 4,441 /m4 4885 /m4

123b Do 1:3:6,using graded(50:50 %,40mm,20mm) Rs. 3,978 /m3 4376/m3

130 Reinforcement for RCC works 5412.75 /Qtl 5954 /Qtl

FORM WORK

132 Form work for slab 3605 /10m2 3966 /10m2

132a Do for beam 3966 /10m2 4362 /10m2

132b Do for column 4326 /10m2 4759 /10m2

RCC WORK

133 Cement Concrete 1:2:4 for slab including form wor 84.50 /10dm3 92.50 /10dm3

133a Do 1:(1.5):3, for slab including form work 89.50 /10dm3 98.00/10dm3

134b Do 1:2:4 for lintel including form work 74.00 /10dm3 81.50 /10dm3

134c Do for sun shade including form work 91.50 /10dm3 100.79 /10dm3

134d Do for belt 45x10 on rubble including f 49 /10dm3 54/10dm3

134e Do for pre cast slab including form wor 49 /10dm3 54 /10dm3

134f Do for column footing including form w 49 /10dm3 54 /10dm3

134g Do for beam (20x20) including form wo 107.50/10dm3 118.50/10dm3

134h Do for beam(20x30) including form wo 101 /10dm3 111 /10dm3

134i Do 1:2:4 for beam (20x40) including form wor 98 /10dm3 107.50 /10dm3

135 Do 1:2:4 for column(20x20) including form 114.00 /10dm3 125.50/10dm3

135a Do 1:2:4 for column(30x20) including form 103 /10dm3 113.50/10dm3

135b Do 1:2:4or column(40x20) including form w 97.50 /10dm3 107.50 /10dm3

%,40mm,20mm) matel including formwork for drains



BRICK WORK

158 Brick work in 1:5 using 19x9x9cm for foundation Rs. 2,845 /m3 3129 /m3

163 Do do super struct Rs. 2,899 /m3 3189 /m3

158a Do using 22.9x11.2x7cm for foundati Rs. 2,862 /m3 3148 /m3

163a Do do super struct Rs. 2,916 /m3 3208 /m3

159 Brick work in 1:6 using 19x9x9cm for foundation Rs. 2,791 /m3 3070 /m3

163b Do do super struct Rs. 2,845 /m3 3129 /m3

159a Do using 22.9x11.2x7cm for foundati Rs. 2,808 /m3 3089 /m3

163c Do do super struct Rs. 2,862 /m3 3148 /m3

CEMENT BRICK WORK

163dHollow brick(40x20x20) work in 1:5 for foundation Rs. 2,303 /m3 2534 /m3

163e Do do super srructure Rs. 2,379 /m3 2617 /m3

163f Do (40x20x10) work in 1:5 for superstructu Rs. 3,051 /m3 3356 /m3

163gSolid brick(40x20x15) work in 1:6 for foundation Rs. 2,697 /m3 2967 /m3

163h Do do super srructure Rs. 2,751 /m3 3323 /m3

163j Do for additional floor 54 /m3 59.00 /m3

LATERITE WORK

206aLaterite work 1:6 for foundation (44x24x14cm) Rs. 2,259 /m3 2485 /m3

Do for superstructure Rs. 2,335 /m3 2567 /m3

206 Laterite work in 1:5 for foundation(29x24x14cm) Rs. 2,614 /m3 2875 /m3

207 Do for superstructure Rs. 2,689 /m3 2957 /m3

206a Do in 1:6 for foundation Rs. 2,574 /m3 2832 /m3

207a Do for superstructure Rs. 2,650 /m3 2914 /m3

208 Do for additional floor 75 /m3 82 /m3

STONE MASONRY274 RR masonry in 1:6 Rs. 2,249 /m3 2474 /m3

275 RR masonry in 1:8 Rs. 2,160 /m3 2376 /m3



g 75mm iron hooks and eyes 20.00 /10nos 22.00 /10nos

h 100mm iron hooks and eyes 26.00 /10nos 28.60 /10nos

i 200mm iron hooks and eyes 50.00 /10nos 55.00 /10nos

j 150mm aluminium door handle 250.00 /10nos 275.00 /10nos

k 20*8mm steel screws 6.50 /10nos 7.15 /10nos

l 25*8mm steel screws 7.50 /10nos 8.30 /10nos

m 50mm pad lock-6 lever 120.00 /each 132.00 /each

B S/F Precast Cement Concrete door frame

S/F Precast Cement Concrete window/ventilator frame

FLOORING

410 CC 1:4:8-75mm thick, CM-1:3,12mm thick, one co 3883 /10m2 4271/10m2

410aCC 1:4:8-75mm thick, CM-1:3,12mm thick, flushin 4154 /10m2 4569 /10m2

409aFlooring with ceramic tiles(30x30) 5605 /10m2 6162 /10m2

b Do with rectified joint free tiles(45x45) 5558 /10m2 6114 /10m2

c Do with Vitrified tiles(60x60) 7857 /10m2 8642 /10m2

413a Do with gray marble slab 9524 /10m2 10459 /10m2

b Granite tiles (polished) 2 ftx1 ft 8634 /10m2 9496 /10m2

536 884 /m2 972 /m2

ROOFING

318 Supplying and fixing Anjily wood reepers 488 /10dm3 537 /10dm3

328 Ceiling with Anjily wood planks 5849 /10m2 6434 /10m2

452 Supplying and fixing MP tiles(340mm) 1288 /10m2 1417 /10m2

452aFixing with Deptl.MP tiles(340mm) 270 /10m2 297 /10m2

Dadoing walls with glazed tiles20x30mm, CM-1:3,12mm thick



458 Supplying and fixing MP hip and ridge tiles 925 /10m 1018 /10m

458aFixing with Deptl.MP hip and ridge tiles 527 /10m 580 /10m

460 Valleying with GI sheet 2736 /10m 3009 /10m

453 Roofing with AC corrugated sheet 2722 /10m2 2994 /10m2

454 Roofing with AC ridge capping 1533 /10m 1687 /10m

455 Roofing with GI corrugated sheet 4583 /10m2 5042 /10m2

455aRoofing with GI ridge capping 1851 /10m 2036 /10m

455bRoofing with fiber corrugated sheet 11862 /10m2 13045 /10m2

506 Plastering with cement mortar 1:3, 12mm thick 1315 /10m2 1447 /10m2

506a Do 1:3, 9mm thick 1094 /10m2 1204 /10m2

507 Do 1:4, 12mm thick 1277 /10m2 1405 /10m2

511 Do 1:4, 15mm thick 1334 /10m2 1468 /10m2

514 Cement flushing coat/ second coat 271.05 /10m2 298 /10m2

536 Dadoing with glazed tiles20x30mm, CM-1:3, 12m 884 /m2 972/m2

PAINTING WALLS

551 White washing two coats 61 /10m2 67 /10m2

555aWhite cement washing one coat 75.50 /10m2 83 /10m2

b Do two coats 125 /10m2 138 /10m2

558 Oil bond distember two coat to new wall 241 /10m2 265 /10m2

559 Do one coat to old wall 110 /10m2 121 /10m2

560 Water proof cement paint,2 coat,new wall 383.00 /10m2 421 /10m2

561 Do one coat, old wall 163.00 /10m2 179 /10m2

PAINTING WOOD /IRON

601 Cleaning old painted surface 242.00 /10m2 266.00 /10m2

603 Painting with wood primer 183.00 /10m2 201.00 /10m2

604 Iron primer 175.00 /10m2 191 /10m2

607 Ready mixed paint 2 coat, new wood 331.00 /10m2 364.00 /10m2



608 Do 1 coat, old wood 164.00 /10m2 181.00 /10m2

607a Do 2 coat, new wood including primer 513 /10m2 564 /10m2

609 Aluminium paint 2 coat, new iron 386 /10m2 425.00 /10m2

610 Do 1 coat, old iron 189 /10m2 208.00 /10m2

612 Synthetic enamal paint-2 coat,to new wood 487 /10m2 535 /10m2

612a Do 2 coat,including primer,to new wood 669 /10m2 736 /10m2

614 Do one coat to old wood 218 /10m2 239 /10m2

612b Do- 2 coat,to new iron 407 /10m2 448.00 /10m2

612c Do one coat to old iron 199 /10m2 219.00 /10m2

612d Do -2 coat,including primer,to new iron 581 /10m2 639 /10m2

615 Plastic emulsion-two coat, to new wall 521 /10m2 572 /10m2

615a Do one coat to old wall 182 /10m2 200.00 /10m2

619aVarnishing, 2 coat to new wood 356 /10m2 392.00 /10m2

621 Do one coat to old wood 160 /10m2 176 /10m2

625 Black Japan coat to rubble surface 216 /10m2 238 /10m2

628 Painting letters 6,5,8,10cm Ht 17 /Each 18 /Each

629 Painting letters 13, 15,18cm Ht 25 /Each 27 /Each

630 Painting letters 23,25,30cm Ht 33 /Each 37 /Each

STEEL WORKS

754 5979 /Qtl 6578 /Qtl

754aGI pipe truses using 65mm dia. Pipe 302 /m 332 /m

c Do 50mm dia. 237 /m 261 /m

d Do 40mm dia. 197 /m 217 /m

e Do 25mm dia. 147 /m 162 /m

755 MS grill for windows and gate 6953 /Qtl 7648 /Qtl

Steel work in MS angles for,trusses or framedwork, including iron primer



763 Rolling shutters 166 /10dm2 183 /10dm2

763aTop cover for Rolling shutters 460 /m 506 /m

b MS steel collapsible grill 166 /10dm2 183 /10dm2

c Welded mesh 50x50, 10g With out frame /m2 /m2

d Welded mesh 50x50, 10g With MS flat frame /m2 /m2

f 1767 /each 1944 /each

SANITARY

855 Wash hand basin 1753 /Each 1928 /Each

855bStainless steel sink of size 510x432c165mm, 1mm 1776 /Each 1953 /Each

860 Indian type WC with foot rest 982 /Each 1080 /Each

860aIndian type WC orissa pan 1002 /Each 1102 /Each

861 Europian type WC 1052 /Each 1158 /Each

862aPVC low level flush tank 1136.00 /Each 1249 /Each

854 Urinal 856.00 /Each 941 /Each

WATER SUPPLY883 Laying 20mm PVC pipe(10kgf/cm2) for internal wo Rs. 38.50 /m 42/m

a Do 25mm(10kgf/cm2) Rs. 43 /m 47.00 /m

b Do 40mm (8kgf/cm2)for external wor Rs. 52.50 /m 58.00 /m

c Do 110mm(8kgf/cm2) for external w Rs. 237 /m 261 /m

d supplying and fixing 25mm PVC ball valve Rs.41.50 /Each Rs.45 /Each

e Do - CP shower rose Rs.236 /Each Rs.259 /Each

f Do - 15mm SDB tap 153.00 /Each 168.00 /Each

g Do - brass and gun matel 20mm stop cock Rs.261 /Each Rs.287 /Each

h Do - 110mm steel grating for toilet Rs.19 /Each Rs.21 /Each

Supplying and Fixing Fabricated sign boardof size 90 X 60

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