164
Adopted 10.02.10 Adopted RATE OF MATERIALS Sl No Name of items Unit Rates'09 Remarks 1 1000 Nos ### ### 2 1000 Nos ### ### 3 1000 Nos ### ### 4 1000 Nos ### ### 5 K.B.Brick khoa 4 cm size 1 Cum 260.00 260.00 6 C.B.Brick khoa 4 cm size 1 Cum 220.00 220.00 7 Gravel or moorum 1 Cum 40.00 40.00 8 Sand for mortar 1 Cum 42.00 42.00 9 Sand for filling and road 1 Cum 38.00 38.00 10 Shell lime unslaked 1 Kg 14.00 14.00 11 1 Cum 195.00 195.00 12 1 Cum 160.00 160.00 13 1 Cum 620.00 620.00 14 HB 1 Cum 495.00 495.00 15 1 Cum 880.00 880.00 15 1 Cum 910.00 910.00 17 1 Cum 930.00 930.00 18 6.7 mm size HG chips 1 Cum 625.00 625.00 4.7 mm size HG chips 1 Cum 560.00 560.00 19 1 Cum 210.00 210.00 20 1 Cum 215.00 215.00 21 1 Cum 160.00 160.00 22 Non sal wood scantling 1 Cum ### ### 23 Sal wood scantling 1 Cum ### ### 24 38 mm thick Planks 1 Cum ### ### 25 1 Cum ### ### 26 1 Mtr 40.00 40.00 ANALYSIS-09 (Central Zone) With 10% O.H K.B.Bricks of size K.B.Bricks of size C.B.Bricks of size C.B.Bricks of size Granite broken stone of size not less than Stone other than granite quarried, broken and staked 0.0015 to 0.003 40 mm size Hg metal- CB 20 mm size Hg Chips- CB 12 mm size Hg Chips- CB 10 mm size Hg Chips- CB Stone other than granite Stone other than granite Hard broken soling stone other than granite 25 mm thick non sal Non-sal bullahs 75mm. mean dia of any length.

Sample Estimates

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Page 1: Sample Estimates

Adopted 10.02.10 Adopted Central

RATE OF MATERIALS Sl No Name of items Unit Rates'09 Remarks

1 K.B.Bricks of size 25x12x8 cm 1000 Nos 3900.00 3900.00 3900.002 K.B.Bricks of size 23x11x8 cm 1000 Nos 3350.00 3350.00 3350.003 C.B.Bricks of size 25x12x8 cm 1000 Nos 2600.00 2600.00 2600.004 C.B.Bricks of size 23x11x8 cm 1000 Nos 2300.00 2300.00 2300.005 K.B.Brick khoa 4 cm size 1 Cum 260.00 260.00 260.006 C.B.Brick khoa 4 cm size 1 Cum 220.00 220.00 220.007 Gravel or moorum 1 Cum 40.00 40.00 40.008 Sand for mortar 1 Cum 42.00 42.00 42.009 Sand for filling and road blinding 1 Cum 38.00 38.00 38.00

10 Shell lime unslaked 1 Kg 14.00 14.00 14.0011 1 Cum 195.00 195.00 195.00

12 1 Cum 160.00 160.00 160.00

13 40 mm size Hg metal- CB 1 Cum 620.00 620.00 620.00

14 HB 1 Cum 495.00 495.00 495.0015 20 mm size Hg Chips- CB 1 Cum 880.00 880.00 880.00

15 12 mm size Hg Chips- CB 1 Cum 910.00 910.00 910.00

17 10 mm size Hg Chips- CB 1 Cum 930.00 930.00 930.00

18 6.7 mm size HG chips 1 Cum 625.00 625.00 625.004.7 mm size HG chips 1 Cum 560.00 560.00 560.00

19 Stone other than granite to 5cm 1 Cum 210.00 210.00 210.0020 Stone other than granite to 4cm 1 Cum 215.00 215.00 215.0021 1 Cum 160.00 160.00 160.00

22 Non sal wood scantling 1 Cum 16800.00 16800.00 16800.0023 Sal wood scantling 1 Cum 27200.00 27200.00 27200.0024 38 mm thick Planks 1 Cum 16800.00 16800.00 16800.0025 25 mm thick non sal planks 1 Cum 16800.00 16800.00 16800.0026 1 Mtr 40.00 40.00 40.00

ANALYSIS-09 (Central Zone) With 10% O.H.C.

Granite broken stone of size not less than 0.0025 Cum. Stacked

Stone other than granite quarried, broken and staked 0.0015 to 0.003 Cum

Hard broken soling stone other than granite (40mm. to 90mm.)

Non-sal bullahs 75mm. mean dia of any length.

Page 2: Sample Estimates

27 1 Cum 52.00 52.00 52.00

28 1 Cum 60.00 60.00 60.00

29 1 Cum 84.00 84.00 84.00

30 1 Cum 30400.00 30400.00 30400.00

31 1 Cum 44200.00 44200.00 44200.00

32 1 Cum 58000.00 58000.00 58000.00

33 Cement (Rate fixed by DRDA) Qntl 550.00 550.00 550.0034 Steel Rod (Rate fixed by DRDA) Qntl 4000.00 4000.00 4000.0035 Binding wire Kg 60.00 60.00 60.0036 Vitrified floor tiles 600x600 mm (colur 1 Sqm 600.00 600.00 600.0037 wall tiles 20x30Cm/20x20Cm 1 Sqm 320.00 320.00 320.0038 Enamale paint 1 Litre 145.00 145.00 145.0039 Distemper 1 Kg 50.00 50.00 50.0040 Cement paint 1 Kg 35.00 35.00 35.0041 Red oxide primer 1 Litre 98.00 98.00 98.00

42 Bentonite powder 1 qntl 223.00 223.00 223.00

43 Floor tiles30x30Cm/20x20Cm 1 Sqm 355.00 355.00 355.00

RATE FOR CONVEYANCE OF MATERIALS WITH ROYLTYConveyance of materials by Truck

Sl Distace to be carried Stone produc Bricks 23cm = 2500 nos Iron, grills, cement, No Sand, Mooru Bricks 25cm = 2000 nos Bitumen, AC sheet

Gravel Cementconcrete GCI sheet, PaintFlyash, earth All kinds of tiles = 180 Wood

Railway1 Upto 5KM 102.00 679.00 110.002 Beyond 5Km upto 50KM for extra KM 6.40 29.00 6.403 Beyond 50Km for every extra Km 4.30 22.50 5.30

Non-sal bullahs 100mm. mean dia of any length.

Non-sal bullahs 125mm. mean dia of any length.

Sal bullahs 75mm. to 120mm. mean dia up to 5.5m. long.

Seasoned Sal wood beam of cross sectional area not less than 150Sq.cm. & least lateral dimension 100mm. & above 2,75m. Long

Seasoned Piasal wood planks for shutters.

Seasoned Teak wood planks for shutters.

Page 3: Sample Estimates

LEAD STATEMENT Sl No Name of Materials

1 2 3 4 5 6 71 10 620.00 102.00 32.00

2 40 mm size HG Metal (Hand Broken) 10 495.00 102.00 32.00

5 10 880.00 102.00 32.00

3 10 930.00 102.00 32.00

2 10 910.00 102.00 32.00

4 10 560.00 102.00 32.00

6 Sand for mortar 10 42.00 102.00 32.007 Sand for filling 5 38.00 102.00 0.009 K.B.Bricks of size 25x12x8 cm 10 3900.00 339.50 72.50

10 K.B.Bricks of size 23x11x8 cm 10 3350.00 271.60 58.0011 Cement (Supply Departmentaly) 5 550.00 10.70 0.0012 5 4000.00 10.70 0.00

14 Carriage of wood 5 85.608 15 cm to 30 cm RRHG Stone 5 195.00 102.00 0.00

Certified that the leads provided in this lead staement are minimum andcorrect to the best of my knowledge.

Junior Engineer Asst. PD(Tech)

NREGA RATE

ORDINARY SOIL 145 51.23675

Location of Quarry

Lead in KM by Trucks

Basic cost

in Rs

Carriage of 1st 5

KM (in Rs)

Extra up to 50 km

40 mm size HG Metal (Crusher Broken)

20 mm size HGCB chips(Crusher Broken)

10 mm size HGCB chips(Crusher Broken)

12 mm size HGCB chips(Crusher Broken)

4.7 mm size HGCB chips(Crusher Broken)

MS Rod TATA Tiscon (Fe - 415) (Supply Departmentaly)

Page 4: Sample Estimates

HARD 180 63.60424

STONEY 250 88.33922

initial 1st 2nd 3rd 4thLEAD 0 7.64 16.56 26.74 38.21

0 10.44 20.88 31.32 41.76LIFT

rate 180 0 10.44 190.44

for excavation 180 216

Page 5: Sample Estimates

north south o/h charge

10%

3150 32502900 28502400 24502200 2270

255 256207 205

40 4044 4839 4516 16

201 223

164 158

618 638

502 510901 908

924 938

961 992

642 644588 597221 230231 240164 170

16828 1660029685 2740016828 1660016828 16600

40 42

Page 6: Sample Estimates

49 52

62 65

83 86

32493 30100

46507 43400

64007 61300

550 5504000 4000

60 60600 600320 320145 145

50 5035 3598 98

223 223355 355

RATE FOR CONVEYANCE OF MATERIALS WITH ROYLTY

Bulky materials

Machinaries

generators

Hume Pipes

Furnitures

Other Royalty107.00 910.00 Stone & stone products 50.40

6.40 30.00 Sand 14.005.30 22.50 Moorum & Earth 14.00

Page 7: Sample Estimates

LEAD STATEMENT Unit

8 9 10 11 120.00 50.40

184.40

804.40 Cum

0.00 50.40184.40

679.40

0.00 50.40184.40

1064.40 Cum

0.00 50.40184.40

1114.40 Cum

0.00 50.40184.40

1094.40 Cum

0.00 50.40184.40

744.40 Cum

0.00 14.00 148.00 190.00 Cum0.00 14.00 116.00 154.00 Cum0.00 0.00 412.00 4312.00 1000 Nos0.00 0.00 329.60 3679.60 1000 Nos0.00 10.70 560.70 Qntl0.00 10.70 4010.70 Qntl

85.60 85.60 Cum0.00 50.40 152.40 347.40 Cum

Certified that the leads provided in this lead staement are minimum andcorrect to the best of my knowledge.

Asst. PD(Tech) Addl. PD(Tech)

Extra above 50

km.

Royality

in Rs

Total (Carriag+

Roya)(6+7+8+9)

Total in Rs

(5+10)

Page 8: Sample Estimates

5th50.94

52.2

67.29329

76.32509

Page 9: Sample Estimates

(Mulia) RsSemi Skilled (Helper) Rs

Skilled (2nd class) RsHigh Skilled (Special or 1st class) Rs

Sl No Description Quantity required Unit1 2 3 4 51(i) Labour

Man Mulia 21.50 Nos @Women Mulia 21.50 Nos @

Total

(ii) Over head charges @ 10% on (i)(iii) 2% Sundries and T & P etc. on(i)(iv) Total ( i+ii+iii)

Add 20% for foundation on (iv)

2(i) Labour

Mulia 12.36 Nos Per day @Over head charges @ 10% on (i)2% Sundries and T & P etc.on (i)

(ii) Cost, Conveyance & Royalty Sand 100.00 Cum Per Cum @

Rate for 1 Cum

3

a MATERIAL4 cm size Hard granite metal 0.96 Cum Per Cum @

Sand 0.48 Cum Per Cum @Cement 1.72 Qntl Per Qntl @

b LABOUR

ANALYSIS OF RATES (CENTRAL)Rates of Labour - Unskilled

Rate In Rs

Earthwork in excavation of foundation in hard soil or gravelly soil except sheet rock requiring blasting to proper profile with all leads,lifts and delifts to proper section and profile including dressing and levelling the bed upto required depth and maki

Supplying, filling in foundation and plinth with sand, watered and rammed including cost, conveyance & royality and all taxces of materials cost of all labour with T&P etc. complete.

Cement concrete (1:4:8) with 4cm size H.G.C.B. metal

Page 10: Sample Estimates

Mason 2nd class 0.18 Nos Per day @Man Mulia 2.50 Nos Per day @

Women Mulia 1.40 Nos Per day @Total ( a+b)

c Over head charges @ 10% on (a+b)d Conveyance & Royalty

4 cm size Hard granite metal 0.96 Cum Per Cum @Sand 0.48 Cum Per Cum @

Cement 1.72 Qntl Per Qntl @e Total ( a+b+c+d)

4

a MATERIAL4 cm size Hard granite metal 0.96 Cum Per Cum @

Sand 0.48 Cum Per Cum @Cement 1.72 Qntl Per Qntl @

b LABOURMason 2nd class 0.18 Nos Per day @

Man Mulia 2.50 Nos Per day @Women Mulia 1.40 Nos Per day @

Total ( a+b)c Over head charges @ 10% on (a+b)d Conveyance & Royalty

4 cm size H.G.H.B. metal 0.96 Cum Per Cum @Sand 0.48 Cum Per Cum @

Cement 1.72 Qntl Per Qntl @e Total ( a+b+c+d)

5

a MATERIAL4 cm size H.G.C.B. metal 0.96 Cum Per Cum @

Sand 0.48 Cum Per Cum @Cement 2.29 Qntl Per Qntl @

b LABOURMason 2nd class 0.18 Nos Per day @

Man Mulia 2.50 Nos Per day @Women Mulia 1.40 Nos Per day @

Cement Concrete (1:4:8) with 40mm size H.G..H.B. metal

Cement concrete (1:3:6) with 4cm size H.G.C.B. metal

Page 11: Sample Estimates

Total ( a+b)c Over head charges @ 10% on (a+b)d Conveyance & Royalty

4 cm size Hard granite metal 0.96 Cum Per Cum @Sand 0.48 Cum Per Cum @

Cement 2.29 Qntl Per Qntl @e Total ( a+b+c+d)

6

a MATERIAL12cm size chips 0.90 Cum Per Cum @

Sand 0.45 Cum Per Cum @Cement 3.23 Qntl Per Qntl @

b LABOURMason 2nd class 0.68 Nos Per day @

Mulia 4.60 Nos Per day @Total (a+b)

c Over head charges @ 10% on (a+b)d Conveyance & Royalty

12cm size chips 0.90 Cum Per Cum @Sand 0.45 Cum Per Cum @

Cement 3.23 Qntl Per Qntl @e Total ( a+b+c+d)

7

Data for 15 Cuma MATERIAL

20mm size Hard granite chips 8.10 Cum Per Cum @10mm size Hard granite chips 5.40 Cum Per Cum @

Sand 6.75 Cum Per Cum @Cement 52.10 Qntl Per MT @

b LABOURMason 2nd class 1.50 Nos Per day @

Mate 0.86 Nos Per day @Mulia 20.00 Nos Per day @

c 6.00 Hour Per Hour @Generator 33 KVA 6.00 Hour Per Hour @

Cement Concrete (1:2:4) with 12mm size H.G.C.B.. chips

RCC M-20 work with 20mm down grade course aggregate

Machinary - Concrete Mixture

Page 12: Sample Estimates

Totald Over head charges @ 10% on (a+b+c)e CARRIAGE & ROYALITY

20mm size Hard granite chips 8.10 Cum Per Cum @10mm size Hard granite chips 5.40 Cum Per Cum @

Sand 6.75 Cum Per Cum @Cement 52.10 Qntl Per MT @

Cost of 15 Cumf Rate for one Cum =(a+b+c+d+e)/15 54158.66 48504.71 /

For 1st floor 15% extra Labour(137.51+13.75)*15%

8

8(i)

A Details for 10 Sqm a MATERIAL

25 mm thick non sal planks 0.267 Cum Per Cum Rs80 mm dia non sal bullah 12.60 Mtr Per Mtr Rs

Carriage of wood 0.3284 Cum Per Cum Rs

Considering 10 times use of the material for use onceb LABOUR

Carpenter 2nd class 0.50 Nos Per day RsSemi Skilled mulia 0.50 Nos Per day Rs

Totalc Overhead charges @ 10% on (a+b)

d Rate for one sqm 673.22 /10

1.50 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

Rigid and smooth centering & shuttering for RCC works

RCC M20 in foundation and footings, bases of columns, mass concrete & precast slabs etc.

Centering & shuttering required for column footing,base of column, mass concrete & precast slab

Page 13: Sample Estimates

8(ii)

A 5.00 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

8(iii) RCC M20 in all kinds of beamDetails for 4.20 Sqm

A MATERIAL38 mm non sal planks 0.218 Cum Per Cum Rs120 mm dia sal bullah 15.20 Mtr Per Mtr Rs

80 mm dia sal bullah for bracing 8.00 Mtr Per Mtr RsCarriage of wood 0.456 Cum Per Cum Rs

Considering 10 times use of the material for use onceb LABOUR

Carpenter 2nd class 2.75 Nos Per day RsSemi Skilled mulia 2.75 Nos Per day Rs

c Overhead charges @ 10% on (a+b)

d Rate for one Sqm = (a+b+c)/4.2 1282.12 /4.2Centering & shuttering required for Beams 8.00 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

C For 1st floor 15% extra for labour (137.51 + 13.75) X

20% extra for centering & shuttering 2442.13 X

8 (iv)

Details for 5 Sqm a MATERIAL

38 mm thick non sal wood planks 0.228 Cum Per Cum RsNon sal wood planks 0.039 Cum Per Mtr Rs

120 mm dia non sal bullah 6.50 Mtr Per Mtr Rs

RCC M20 in Plinth bend and Grade beam etc.

Centering & shuttering required for Plinth bend & Grade Beam

RCC stairs excluding landing but including railing details

Page 14: Sample Estimates

Carriage of wood 0.350 Cum Per Cum Rs

Considering 10 times use of the material for use onceb LABOUR

Carpenter 2nd class 2.75 Nos Per day RsSemi Skilled mulia 2.75 Nos Per day Rs

c Overhead charges @ 10% on (a+b)

d Rate for one sqm 1195.04 /5Centering & shuttering required for stair flight 9.00 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

C For 1st floor 15% extra for labour (137.51 + 13.75) X

20% extra for centering & shuttering 2151.08 X

8 (v) RCC M20 in Lintel bendDetails for 7.80 Sqm

a MATERIAL38 mm non sal planks 0.413 Cum Per Cum Rs

120 mm dia non sal bullah 21.00 Mtr Per Mtr RsCarriage of wood 0.689 Cum Per Cum Rs

Considering 10 times use of the material for use onceb LABOUR

Carpenter 2nd class 1.25 Nos Per day RsSemi Skilled mulia 1.25 Nos Per day Rs

c Overhead charges @ 10% on (a+b)

d Rate for one Sqm = (a+b+c)/7.8 1215.33 /7.814.00 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

C For 1st floor

Centering & shuttering required for Lintel bend

Page 15: Sample Estimates

15% extra for labour (137.51 + 13.75) X20% extra for centering & shuttering 2181.36 X

8 (vi))

Details for 9 Sqm a MATERIAL

Non sal wood scantling 0.112 Cum Per Cum Rs38 mm thick non sal wood planks 0.340 Cum Per Cum Rs

120 mm dia sal bullah 56.00 Mtr Per Mtr RsCarriage of wood 1.142 Cum Per Cum Rs

TotalConsidering 10 times use of the material for use once

b LABOURCarpenter 2nd class 2.75 Nos Per day Rs

Semi Skilled mulia 2.75 Nos Per day Rs

c Overhead charges @ 10% on (a+b)

d Rate for one Sqm = (a+b+c)/9 2021.20 /9Centering & shuttering required for Chajja 10.00 Sqm x

B Rate of cement concrete as per item No 7Total (A + B)

C For 1st floor 15% extra for labour (137.51 + 13.75) X

20% extra for centering & shuttering 2245.77 X

8 (vii)

A Centering & shuttering required for Slab 10.00 Sqm xB Rate of cement concrete as per item No 7

Total (A + B)

C For 1st floor 15% extra for labour (137.51 + 13.75) X

20% extra for centering & shuttering 2245.77 X

RCC M20 in projecting sunsheds and chajjas up to 4.30 mt. Height

RCC M20 in floors and roof slabs, landing balconies up to 4.30 mt. Height

Page 16: Sample Estimates

9

a. Material1.05 MT Per MT Rs

Binding wire 8 Kg Per Kg Rsb. Labour

Mate 0.44 Nos Per day RsBlack smith Special 3.00 Nos Per day Rs

Mulia 8.00 Nos Per day Rs

c Overhead charges @ 10% on (a+b)d CARRIAGE CHARGE OF BAR

HYSD bars 1.05 MT. Per Cum @Total (a+b+c+d)

e Rate per One Quintal

For 1st floor - Basic rate

5% of labour rate = (115.23+11.52) x 5%

10a MATERIAL

K.B.Brick of size 25x12x8 cm 350.00 Nos 1000 nos @Sand 0.28 Cum Per Cum @

Cement 0.672 Qntl Per Qntl @b LABOUR

Mason Special 0.35 Nos Per day @Mason 2nd class 1.05 Nos Per day @

Mulia ( 1.41+1.41+0.14) 2.96 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

K.B.Brick of size 23x12x8 cm 350.00 Nos 1000 nos @

Straightening bent up or coiled M.S. rod or HYSD steel (Fe- 415), cutting, bending, cracking, hooking, welding or jointing (if required), the M.S rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as require

Cost of HYSD bars including 5 percent overlaps & wastage

Brick work with 1st class K.B.Bricks in cement mortar (1:6) in superstructure of size 10"x5"x3" having crushing strength not less than 75 kg/cm² with dimensional tolerance ± 8% including splays cutting

Page 17: Sample Estimates

Sand 0.28 Cum Per Cum @Cement 0.672 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

Add for super structure TotalFor 1st floor

Basic rate15% extra of initial rate of (b) (433.35+43.33) x 15%

11a MATERIAL

K.B.Brick of size 25x12x8 cm 350.00 Nos 1000 nos @Sand 0.28 Cum Per Cum @

Cement 1.00 Qntl Per Qntl @b LABOUR

Mason Special 0.35 Nos Per day @Mason 2nd class 1.05 Nos Per day @

Mulia ( 1.41+1.41+0.14) 2.96 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

K.B.Brick of size 25x12x8 cm 350.00 Nos 1000 nos @Sand 0.28 Cum Per Cum @

Cement 1.00 Qntl Per Qntl @e Total for F&P (a+b+c+d)

Add for super structure Total

For 1st floor Basic rate

15% extra of initial rate of (b) (433.35+43.33) x 15%

12a MATERIAL

Sand 0.0075 Cum Per Cum @Cement 0.0372 Qntl Per Qntl @

b LABOURMason 2nd class 0.14 Nos Per day @

Brick work with 1st class K.B.Bricks in cement mortar (1:4) in superstructure of size 10"x5"x3" having crushing strength not less than 75 kg/cm² with dimensional tolerance ± 8% including splays cutting

6mm thick cement plaster in cement mortar (1:4) to RCC surface finished smooth including deep chipping and slury treatment including punning including cost, conveyance & royality of materials.

Page 18: Sample Estimates

Mulia ( 0.05+0.05+0.02+0.05) 0.17 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

Sand 0.0075 Cum Per Cum @Cement 0.0372 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

For 1st floor Basic rate

5% of initial labour rate (31.54+3.15) x 5%

13a MATERIAL

Sand 0.015 Cum Per Cum @Cement 0.0358 Qntl Per Qntl @

b LABOURMason 2nd class 0.14 Nos Per day @

Mulia ( 0.05+0.05+0.02) 0.12 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

Sand 0.015 Cum Per Cum @Cement 0.0358 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

For 1st floor Basic rate

5% of initial labour rate for outside (27.04+2.70) x 5%

14a MATERIAL

Sand 0.018 Cum Per Cum @Cement 0.043 Qntl Per Qntl @

b LABOURMason 2nd class 0.16 Nos Per day @

Mulia ( 0.11+0.11+0.02) 0.24 Nos Per day @

c Overhead charges @ 10% on (a+b)

12mm (½") thick cement plaster (1:6) finshing smooth to outside smooth surface of brick walls after racking out the joint including watering and curing with cost, conveyance, royalties and taxes of all

16mm (⅝") thick cement plaster (1:6) finshed smooth to inside rough surface of 9"/10" thick brick walls after racking out the joint including watering and curing with cost and conveyance, royalties and taxes

Page 19: Sample Estimates

d CARRIAGE & ROYALITYSand 0.018 Cum Per Cum @

Cement 0.043 Qntl Per Qntl @e Total for F&P (a+b+c+d)

For 1st floor Basic rate

3% of initial labour rate for inside (40.16+4.02) x 3%

15a MATERIAL

Sand 0.021 Cum Per Cum @Cement 0.057 Qntl Per Qntl @

b LABOURMason 2nd class 0.16 Nos Per day @

Mulia ( 0.11+0.11+0.02) 0.24 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

Sand 0.015 Cum Per Cum @Cement 0.0644 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

For 1st floor 5% of initial labour rate (40.16+4.02) x 5%

16

a) MaterialSand 0.021 Cum @ Rs.

Cement 0.0744 Qtl @ Rs.

b) Labour :

Masson 2nd Class 0.16 No. @ Rs.

Mulia 0.24 No. @ Rs.

c) Overhead charges @ 10% on (a+b)

d) Carriage & Royalty of Materials

Sand 0.021 Cum @ Rs.

20mm thick cement plaster in cement mortar (1:6) for brick masonary including cost, conveyance & royality of materials.

20 mm thick grading plaster in

C:M (1:4) over roof slab etc. complete.

Page 20: Sample Estimates

Cement 0.074 Qtl @ Rs.

(ii)1st. FloorCost of ground floor

Add 3% extra labour over G.F

17a MATERIAL

Sand 0.015 Cum Per Cum @Cement 0.0644 Qntl Per Qntl @

b LABOURMason 2nd class 0.15 Nos Per day @

Mulia ( 0.04+0.05+0.02) 0.11 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

Sand 0.015 Cum Per Cum @Cement 0.0644 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

For 1st floor Basic rate

3% of initial labour rate (27.30+2.73) x3%

18a MATERIAL

12 mm size H.G Chips 0.023 Cum Per Cum @Sand 0.012 Cum Per Cum @Cement 0.0858 Qntl Per Qntl @

b LABOURMason Special 0.13 Nos Per day @Mulia ( 0.03+0.22+0.11) 0.36 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

12 mm size H.G Chips 0.023 Cum Per Cum @Sand 0.012 Cum Per Cum @Cement 0.0858 Qntl Per Qntl @

e Total for F&P (a+b+c+d)

12mm C.P.in C.M. (1:4) with cement punning for skirting

2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG chips including punning including cost, conveyance & royality of materials.

Page 21: Sample Estimates

For 1st floor Basic rate5% of initial labour rate (49.17+4.92) x 5%

19Data for 10 Sqma) MaterialCost of tile 10.00 Sqm Per Sqm @Cost of polymer modified adhessive. 1800.00 90.00 Kg. Each Kg. @Epoxy Grout b) LabourMason Spl 2.16 Nos Per day @S.S Mulia 5.50 Nos Per day @Mulia 2.16 Nos Per day @Total (a+b) c) Overhead charges @ 10% on (a+b)d) Total (a+b+c)

Rate for one sqm = 12042.47 /

For 1st floor Basic rate5% of initial labour rate (49.17+4.92) x 5%

20Details for 10 Sqma) Material

Sand 0.13 Cum Per Cum @Cement 2.737 Qntl Per Qntl @

b) LabourMason Special 2.16 Nos Per day @

Semi-skilled mulia 5.50 Nos Per day @Mulia 2.16 Nos Per day @

Overhead charges @ 10% on (a+b)c) Carriage & Royalty

Sand 0.13 Cum Per Cum @

Supplying, fitting and fixing vetrifed tile in floors of size 600mm x 600mm of approved make with application of polymer modified cement based water resistant adhesive bed of required thickness of

Supplying fitting & fixing of ceramic floor tiles in floors, treads or steps and landing on 25 mm thick bed of C.M(1:1) (1cement :1sand) jointed with neat cement slurry mixed with pigment to match the shades

Page 22: Sample Estimates

Cement 2.737 Qntl Per Qntl @d) Total for F&P (a+b+c)

Rate for one sqm = 2556.57 / Wax polishing

Cost of tile

Total

For 1st floor Basic rate

5% of initial labour rate (49.17+4.92) x 5%

21

Details for 10 Sqma) Material

Sand 0.15 Cum Per Cum @Cement 1.38 Qntl Per Qntl @

b) LabourMason Special 3.25 Nos Per day @

Semi-skilled mulia 0.00 Nos Per day @Mulia 3.25 Nos Per day @

Overhead charges @ 10% on (a+b)c) Carriage & Royalty

Sand 0.15 Cum Per Cum @Cement 1.375 Qntl Per Qntl @

d) Total for F&P (a+b+c)Rate for one sqm = 2383.75 /

(A) Add cost of ceramic wall tiles (30x30 cm)

For 1st floor Basic rate

5% of initial labour rate (49.17+4.92) x 5%

22 Painting two coats over one coat of primer on new steel work including labour & material charges.Data for 9.30 Sqm

Fixing the tiles in dados skirting risers of on 12 mm thick C.P. (1:3) jointed with neat cement Slurry

Page 23: Sample Estimates

A Priming a Labour

Painter 1st class 0.50 Nos Per day @Mulia 0.50 Nos Per day @

b O.H.C @ 10% on (a )2% Sundries, brushes, putty etc. on (a)

Rate for one sqm = 122.64 /Or

c MaterailCost of primer 0.054 Lit Per Lit @

B Painting a Labour

Painter 1st class 1.25 Nos Per day @Mulia (1.00+0.10) 1.10 Nos Per day @

b O.H.C @ 10% on (a )2% Sundries, brushes, putty etc. on (a)

Rate for one sqm = 291.48 /9.30c Material

Cost of painting 0.125 Lit Per Lit @

Total ( A + B)

For 1st floor Basic rate

5% of initial labour rate (39.76+3.98) x 5%

23

Data for 93 Sqma) Material

Cement 1.00 Qntl Per Qntl @a Labour

Mason 2nd Class 0.75 Nos Per day @

Finishing walls with cement washing one coat to surface of wall

Page 24: Sample Estimates

Mulia 1.00 Nos Per day @

b) O.H.C @ 10% on (a)CARRIAGE & ROYALITY

Cement 1.00

c) Rate for one sqm = 720.12 /

For 1st floor Basic rate

5% of initial labour rate (1.90+0.19) x 5%

24

Data for 10 Sqma Labour

Painter Special 0.52 Nos Per day @Mulia 0.52 Nos Per day @

Mulia for preparation of surface 0.10 Nos Per day @

b) O.H.C @ 10% on (a)Sundries 2%

Rate for one sqm = 135.17 / Or

c MaterialCost of distemper 0.25 Litr Per Ltr @

For 1st floor Basic rate3% of initial labour rate (12.29+1.22) x 3%

25 Cement Painting two coata) Materials :

Cement Paint 2.50 Kg. @ Rs.b) Labour :

Painter ( Special ) 0.22 No. @ Rs.

Distempering two coats with any approved shade over the interior surface of wall

Page 25: Sample Estimates

Man Mulia 0.32 No. @ Rs.c) Overhead charges @ 10% on (b)d) Sundries 2% on (b)

Rate for 1 Sqm 151.54 /10 10

(ii)1st. Floor

Cost of ground floor

Add 5% extra labour over G.F 6.29 x 5%

26

a MATERIAL4.7 mm size Hard granite chips 0.0169 Cum Per Cum @

Sand 0.0169 Cum Per Cum @Cement 0.1208 Qntl Per Qntl @

b LABOURMason Special 0.10 Nos Per day @

Mulia ( 0.33+0.03) 0.36 Nos Per day @

c Overhead charges @ 10% on (a+b)d CARRIAGE & ROYALITY

4.7 mm size Hard granite chips 0.0169 Cum Per Cum @Sand 0.0169 Cum Per Cum

Cement 0.1208 Qntl Per Qntl @e Total (a+b+c+d)

Add for 1st floor - Basic rate15% of initial labour rate (45.30+4.53) x 15%

27

a MATERIALRando Rubble Hard Granite stone 1.00 Cum Per Cum @Sand 0.34 Cum Per Cum @Cement 0.8151 Qntl Per Qntl @

b LABOUR

25 mm thick grading concrete in C.C. (1:2:2) on roof slab with 4.7 mm size H.G. chips

RRHG stone masonary in cement Mortar (1:6) for F&P

Page 26: Sample Estimates

Mason Special 0.35 Nos Per day @Mason 2nd class 1.41 Nos Per day @Mulia ( 1.41+1.41+0.35) 3.17 Nos Per day @

c Overhead charges @ 10% on (a+b)d ROYALITY

Rando Rubble Hard Granite stone 1.00 Cum Per Cum @Sand 0.34 Cum Per Cum @Cement 0.8151 Qntl Per Qntl @

e Total (a+b+c+d)

28 Single U.R.Pile foundationa) 375 mm.dia 6.0 m. long Or

Boring Mistry (Spl.) 2 Nos

Winch operator 0.5 Nos

H.C.of Tripod day 0.5

Bentonite powder 2.5 Bag-(50 Kg)

O.H.C.-10%TotalR.C.C. M-200 0.88 Cum

Extra cement 10% 0.306 Qntl

(i) Addition depth of 0.5 m.Excavation of bore hole-6% of (a) 1141.25 6%

R.C.C. M-200 0.055 Cum

Extra cement 10% 0.019 Qntl

b) 300 mm.dia 6.0 m. long Excavation of bore hole 90% of (a) 1141.25 90%

R.C.C. M-200 0.535 Cum

Extra cement 10% 0.185 Qntl

(i) Addition depth of 0.5 m.

Excavation of bore hole-6% of (a) 1141.25 6%

R.C.C. M-200 0.035 Cum

Extra cement 10% 0.012 Qntl

c) 250 mm.dia 6.0 m. long Excavation of bore hole 83% of (a) 1141.25 83%

Page 27: Sample Estimates

R.C.C. M-200 0.359 Cum

Extra cement 10% 0.125 Qntl

(i) Addition depth of 0.5 m.

Excavation of bore hole-6% of (a) 1141.25 6%

R.C.C. M-200 0.0245 Cum

Extra cement 10% 0.0085 Qntl

29 Double U.R.Pile foundationa) 375 mm.dia 6.0 m. long

Excavation of bore hole same as 28 (a)Add 25 % extra for double under ream

R.C.C. M-200 1.1 Cum

Extra cement 10% 0.382 Qntl

(i) Addition depth of 0.5 m.Rate as item No.28 a(i)

b) 300 mm.dia 6.0 m. long Excavation of bore hole 90% of 29 (a) 1426.56 90%

R.C.C. M-200 0.647 Cum

Extra cement 10% 0.225 Qntl

(i) Addition depth of 0.5 m.

Rate as item No.28 b(i)Rate for 8 m. lengthRate for 5 m. length

c) 250 mm.dia 6.0 m. long Excavation of bore hole 83% of 29 (a) 1426.56 83%

R.C.C. M-200 0.423 Cum

Extra cement 10% 0.1469 Qntl

(i) Addition depth of 0.5 m.

Rate as item No.28c(i)Rate for 8 m. lengthRate for 5 m. length

30 25 mm thick D.P.C. with c.c(1;2;4)using 12 mm size cbg chips

a) Material12 mm cbg chips 0.023

Page 28: Sample Estimates

Sand 0.012cement 0.0754

b) LabourMason (spl) 0.103Mulia 0.36

Overhead charges @ 10% on (a+b)CARRIAGE & ROYALITY

12 mm size Hard granite chips 0.0230 Cum Per Cum @Sand 0.0120 Cum Per Cum

Cement 0.0754 Qntl Per Qntl @Total

13

Data for 0.028 cuma MATERIAL

Salwood scantling sawn 0.028 cum Per cum @b LABOUR

Carpenter special 0.50 Nos Per day @Male Mulia 0.50 Nos. Per day @

c Overhead charges @ 10% on (a+b)Total (a+b+c)

d Rate for one Cum = 1121.23 /

28

Data for a door 0.90 x 1.95 Mtra MATERIAL

Supplying, fitting & fixing in position well dressed and well seasoned sal wood work framed and fixed (wrought & putup) in chaukaths for doors, windows and ventilators (4"x5" size) including cost of iron works and coaltaring 2 coats to the wall side faces

25 mm thick piasal fully wood or local teak wood ledged, braced and planked 25 mm thick ledges and braces and 25 mm thick plank shutters complete with iron fittings & wooden hinged cleats etc. fixed in position including all labour charges but excludin

Page 29: Sample Estimates

Area of shutters 0.79 x 1.89 mtr = 1.49 SqmTeak wood planks for shutters 0.054 Cum Per cum @

b LABOURLabour for making shutters 1.49 Sqm @(i) Carpenter Special - 1.00 No 129.00 = 129.00(ii) Helper - 1.69 Nos 103.00 = 174.07

303.07Wooden hinged cleats 2.00 Nos Each @Carpenter 2 nd class 0.50 Nos Per day @Male Mulia 0.50 Nos Per day @

c Overhead charges @ 10% on (a+b)Total (a+b+c)

d Rate for one sqm = 4439.55 /Add 1% for Labour Welfare Cess on ( d )

29

Data for a door 1.07m x 2.13 ma MATERIAL

Area of shutters 0.94 x 2.00 mtr = 1.88 SqmTeak wood planks for shutters 0.06656 Cum Per cum @

b LABOURLabour for making shutters 1.88 Sqm @(i) Carpenter Special - 2.00 No 129.00 = 258.00(ii) Helper - 2.00 Nos 103.00 = 206.00

464.00Wooden hinged cleats 2 Nos Each @Carpenter 2 nd class 1.00 Nos Per day @Male Mulia 1.00 Nos Per day @

c Overhead charges @ 10% on (a+b)d Total (a+b+c)

Rate for one sqm = 5899.99 / Add 1% for Labour Welfare Cess on ( d )

32 mm thick piasal wood or local teak wood panelled shutters moulded panels complete with iron fittings & wooden hinged cleats etc. fitted & fixed in position including all labour charges but excluding the cost of iron fittings.

Page 30: Sample Estimates

30

Cost of Frame as per EPM rate = 171.00/ SqftAdd VAT 12.50%

Taking shutter size 3'6" x 6'9" = 23.63 Sqft or 2.195 SqmCost of shutter 2.195 Sqm Per Sqm @4" Hing 3.00 Nos Each @Tower bolt 2.00 Nos Each @Aldrop 2.00 Nos Each @Door closer 1.00 Nos Each @Door stopper 1.00 Nos Each @Mortise Lock 1.00 Nos Each @Alluminum Handel 2.00 Nos Each @Labour for for fixing of shutter 1.275 Sqm Per Sqm @

Rate for One Sqm 6453.91 /Add 1% for Labour Welfare Cess

31Data for 3.26 Rmt.a) Materials

11.41 Kg. Each Kg. @

6.12 Kg. Each Kg. @

16.63 Kg. Each Kg. @

Fabrication 34.16 Kg. Each Kg. @

Buffing, polishing etc. 2% b) LabourHigh skilled labour 0.89 Nos Per day @Semi skilled labour 0.89 Nos Per day @

Supplying, fitting and fixing in position flush door with glass and all fittings such as handel, tower bolt, hinges, aldrop etc including cost, conveyance and taxes of all materials and all labour etc. complete.

Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe

Railing- 50mm outer dia of 2mm thick 3.26rmt. @ 3.50kg/mtr.

Balustrade of size 32mmx32mmx2mm (4x0.90m = 3.60mtr. @ 1.70kg/mtr.)

Stainless steel square pipe bracing of size 32mmx32mmx2mm in 3 rows (3x3.26m = 9.78mtr. @ 1.70kg/mtr.)

Page 31: Sample Estimates

Total (a+b+c) d) Rate per 1 Rmt. 10223.59 /Add 1% for Labour Welfare Cess on ( d )

32Cost of Frame as per EPM rateAdd VAT 12.50%

Add 1% for Labour Welfare Cess

33Cost of Frame as per EPM rateAdd VAT 12.50%

Taking shutter size 2'2" x 6'4" = 13.72 Sqft or 1.275 SqmCost of shutter 1.275 Sqm Per Sqm @4" Hing 3.00 Nos Each @Alluminum Handel 2.00 Nos Each @Labour for for fixing of shutter 1.275 Sqm Per Sqm @

Rate for One Sqm 2916.10 /Add 1% for Labour Welfare Cess

35

Data for a door 1.07m x 2.13 mArea of shutters 0.94 x 2.00 mtr = 1.88 SqmTeak wood planks for shutters 0.06656 Cum Per cum @Labour for making shutters 1.88 Sqm @

c) Over head charges @ 10% on (a+b) 922.59

Supplying, fitting & fixing of F.R.P. door frame of size 75 x 100 mm with cost of all fittings including cost of all labour materials T&P etc complete.

Supplying, fitting & fixing of F.R.P. door shutter of approved quality with cost of all fittings including cost of all labour materials T&P etc complete.

32 mm thick piasal wood or local teak wood panelled shutters moulded panels complete with iron fittings & wooden hinged cleats etc. fitted & fixed in position including all labour charges but excluding the cost of iron fittings.

Page 32: Sample Estimates

(i) Carpenter Special - 2.00 Nos 129.00 = 258.00(ii) Helper - 2.00 Nos 103.00 = 206.00

464.00Wooden hinged cleats 2 Nos Each @Carpenter 2 nd class 1.00 Nos Per day @Male Mulia 1.00 Nos Per day @

Total (a+b+c) d) Rate for one Cum = 4618.71 /Add 1% for Labour Welfare Cess on ( d )

Or 36

Data for 93 Sqma Material

Shell lime unslaked 23.32 Kg Per Kg @b Labour

Painter 2nd class 1.50 Nos Per day @Mulia 1.00 Nos Per day @

c) Overhead charges @ 10% on (a+b)d) Total (a+b+c)

Rate for one sqm = 649.53 / Add 1% for Labour Welfare Cess on ( d )

For 1st floor Basic rate5% of initial labour rate (10.93+1.09) x 5%

Add 1% for Labour Welfare Cess

c) Over head charges @ 10% on (a+b) 922.59

White washing three coats with approved good stone lime over the interior surface of the walls and ceiling including all labour charges cost, conveyance, royalty, taxes and cost of indigo, glue etc complete in all respect in all floores.

Page 33: Sample Estimates

37

Data for 10 Sqma) MaterialSynthetic putty 8.00 Kg Each Kg @b) LabourPainter 2nd class 0.50 Nos Per day @Mulia 0.50 Nos Per day @Mulia for preparation of surface 0.07 Nos Per day @

c) O.H.C @ 10% on (a+b)d) Total (a+b+c)

Rate for one sqm = 566.21 / Add 1% for Labour Welfare Cess on ( d )

For 1st floor Basic rate5% of initial labour rate (10.93+1.09) x 5%

Add 1% for Labour Welfare Cess

38

Data for 10 SqmPainter Special 0.54 Nos Per day @Mulia (0.54+0.10) 0.64 Nos Per day @Brushes ,sand paper, Putty etc.

2% Sundries T & P etc.

Rate for one sqm = 135.93 / 10Or

Finishing wall surface of walls with Acrylic wall putty (Water based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T&P etc complete.

Wall painting with two coats with plastic emulsion paint of approved shade on new wrk to give an even shade excluding cost of paint.

Page 34: Sample Estimates

39 Colour washing two coats with shell lime and colouring materials.Data for 93 Sqm

a MaterialShell lime unslaked 18.66 Kg Per Kg @

b LabourAdd for extra labour and colouring materialsPainter 2nd class 1.00 Nos Per day @Mulia 0.75 Nos Per day @

Rate for one sqm = 469.74 /93Or

40 White washing one coats with shell lime.Data for 93 Sqm

a MaterialShell lime unslaked 11.8 Kg Per Kg @

b LabourPainter 2nd class 0.75 Nos Per day @Mulia 0.50 Nos Per day @

Rate for one sqm = 297.20 /93Or

41 White washing three coats with shell lime.Data for 93 Sqm

a MaterialShell lime unslaked 23.32 Kg Per Kg @

b LabourPainter 2nd class 1.50 Nos Per day @Mulia 1.00 Nos Per day @

Rate for one sqm = 590.48 /93Or

42 Fitting tiles in dadoes

43 Ramming & rolling of earth with light

H.R.R in embankment not exceeding

0.30m height.

(Data for 28.31 cum.)

Page 35: Sample Estimates

m mulia 0.75

f mulia 0.5

t&p 2%

rate per cum

44 fine dressing and turfing2.94

data for 100 sqm 2%

rate per sqm

45 Rough stone dry packing in appron &

revetment with hard granite stone

(15 cm to 30 cm)

Material.

Rough stone granite including spalls

for filling & weeding. 1 cum

Labour

Mason special. 1.00 0.17 nos

Stone packer 1.00 0.35 nos

Man mulia 1.00 0.52 nos

Woman mulia 1.00 0.52 nos

Cost of only un skiilled labour.

46 Sectioning and cambering of earth work

mulia 0.752%

rate per %

47 sand fillinng the road surface

mulia 0.32%

rate per 93 sqm for laying 6mm gravel

rate per sqm that is 0.006 cumrate per cum

Page 36: Sample Estimates

90.00 Bor.mist. (Spl) 100103.00 W.operat. 110116.00129.00

Remark

5 6 7

90.00 Rs 1935.0090.00 Rs 1935.00

Rs 3870.00 3870.00

Rs 387.00Rs 77.40 77.40

Rs 4334.40 3947.40

Rs 866.88 789.48

Rs 5201.28 4736.88

Or say Rs 5201.30 /100 Cum 4736.90

Or say Rs 52.00 /Cum 47.4

90.00 Rs 1112.40 1112.40

Rs 111.24

Rs 22.25 22.25

154.00 Rs 15400.00 15400.00

Rs 16645.89 /100 Cum 16534.65

Rs 166.46 /Cum 165.35

Or say Rs 166.50 /Cum 165.30

620.00 Rs 595.2042.00 Rs 20.16

550.00 Rs 946.00

CENTRAL)

Rate In Rs

Amount In Rs

Earthwork in excavation of foundation in hard soil or gravelly soil except sheet rock requiring blasting to proper profile with all leads,lifts and delifts to proper section and profile including dressing and levelling

Supplying, filling in foundation and plinth with sand, watered and rammed including cost, conveyance &

Page 37: Sample Estimates

116.00 Rs 20.8890.00 Rs 225.0090.00 Rs 126.00

Rs 1933.24 1933.24

Rs 193.32266.47

184.40 Rs 177.02148.00 Rs 71.04

10.70 Rs 18.40Rs 2393.03 /Cum 2199.71

Or say Rs 2393.00 /Cum 2199.70

495.00 Rs 475.2042.00 Rs 20.16

550.00 Rs 946.00

116.00 Rs 20.8890.00 Rs 225.0090.00 Rs 126.00

Rs 1813.24 1813.24

Rs 181.32266.47

184.40 Rs 177.02148.00 Rs 71.04

10.70 Rs 18.40Rs 2261.03 /Cum 2079.71

Or say Rs 2261.00 /Cum 2079.70

620.00 Rs 595.20

42.00 Rs 20.16550.00 Rs 1259.50

90.00 Rs 16.20116.00 Rs 290.00116.00 Rs 162.40

Page 38: Sample Estimates

Rs 2343.46 2343.46

Rs 234.35272.57

184.40 Rs 177.02148.00 Rs 71.04

10.70 Rs 24.50Rs 2850.37 /Cum 2616.03

Or say Rs 2850.40 /Cum 2616.00

910.00 Rs 819.0042.00 Rs 18.90

550.00 Rs 1776.50

116.00 Rs 78.8890.00 Rs 414.00

Rs 3107.28 3107.28

Rs 310.73267.12

184.40 Rs 165.96148.00 Rs 66.60

10.70 Rs 34.56Rs 3685.13 /Cum 3374.40

Or say Rs 3685.10 /Cum 3374.40

41088.50

880.00 Rs 7128.00930.00 Rs 5022.00

42.00 Rs 283.50550.00 Rs 28655.00

2062.58 2062.58

116.00 Rs 174.00 137.51103.00 Rs 88.58 13.75

90.00 Rs 1800.00161.00 Rs 966.00 2406.00

240.00 Rs 1440.00

Page 39: Sample Estimates

45557.08 45557.08

Rs 4555.714045.87

184.40 Rs 1493.64184.40 Rs 995.76148.00 Rs 999.00

10.70 Rs 557.47Rs 54158.66 49602.95

15 Rs 3610.58 /Cum 3306.86

Rs 3610.60 /Cum 3306.90

Rs 22.69Rs 3633.27

Say Rs 3633.30

16800.00 Rs 4485.6040.00 Rs 504.0085.60 Rs 28.11

Rs 5017.71Rs 501.77

116.00 Rs 58.00103.00 Rs 51.50

Rs 611.27 611.27

Rs 61.13Rs 672.40Rs 67.24 /Sqm 61.13

61.10

67.24 Rs 100.86 /Cum

Rs 3610.58 /CumRs 3711.44 /Cum

Or say Rs 3711.40 /Cum

Page 40: Sample Estimates

67.24 Rs 336.20 /Cum

Rs 3610.58 /CumRs 3946.78 /Cum

Or say Rs 3946.80 /Cum

16800.00 Rs 3662.4084.00 Rs 1276.8084.00 Rs 672.0085.60 Rs 39.03

Rs 5650.23Rs 565.02

116.00 Rs 319.00103.00 Rs 283.25

Rs 1167.27 1167.27

Rs 116.73Rs 1284.00Rs 305.71 /Sqm 277.92

305.71 Rs 2445.72 /Cum

Rs 3610.58 /CumRs 6056.29 /Cum

Or say Rs 6056.30 /Cum 277.90

15% Rs 22.69 /Cum20% Rs 489.14 /Cum 333.48

Rs 6568.12 /CumOr say Rs 6568.10 /Cum 333.5

16800.00 Rs 3830.4016800.00 Rs 655.20

60.00 Rs 390.00

Page 41: Sample Estimates

85.60 Rs 29.96Rs 4905.56Rs 490.56

116.00 Rs 319.00103.00 Rs 283.25

Rs 1092.81 1092.81

Rs 109.28Rs 1202.09Rs 240.42 /Sqm 218.56

240.42 Rs 2163.76 /Cum218.60

Rs 3610.58 /CumRs 5774.33 /Cum

Or say Rs 5774.30 /Cum

15% Rs 22.69 /Cum20% Rs 432.75 /Cum 262.27

Rs 6229.77 /CumOr say Rs 6229.80 /Cum 262.30

16800.00 Rs 6938.4060.00 Rs 1260.0085.60 Rs 58.98

Rs 8257.38Rs 825.74

116.00 Rs 145.00103.00 Rs 128.75

Rs 1099.49 1099.49

Rs 109.95Rs 1209.44Rs 155.06 /Sqm 140.96

155.06 Rs 2170.78 /Cum141

Rs 3610.58 /CumRs 5781.36 /Cum

Or say Rs 5781.40 /Cum

Page 42: Sample Estimates

15% Rs 22.69 /Cum20% Rs 434.16 /Cum 169.15

Rs 6238.21 /CumOr say Rs 6238.20 /Cum 169.20

16800.00 Rs 1881.6016800.00 Rs 5712.00

84.00 Rs 4704.0085.60 Rs 97.76

Rs 12395.36Rs 1239.54

116.00 Rs 319.00103.00 Rs 283.25

Rs 1841.79 1841.79

Rs 184.18Rs 2025.96Rs 225.11 /Sqm 204.64

225.11 Rs 2251.07 /Cum204.60

Rs 3610.58 /CumRs 5861.65 /Cum

Or say Rs 5861.60 /Cum

15% Rs 22.69 /Cum20% Rs 450.21 /Cum 245.57

Rs 6334.55 /CumOr say Rs 6334.60 /Cum 245.60

225.11 Rs 2251.07 /CumRs 3610.58 /CumRs 5861.65 /Cum

Or say Rs 5861.60 /Cum 204.60

15% Rs 22.69 /Cum20% Rs 450.21 /Cum

Rs 6334.55 /Cum

Page 43: Sample Estimates

Or say Rs 6334.60 /Cum 245.60

4000.00 Rs 42000.00

60.00 Rs 480.00 480.00

1152.32 1152.32

103.00 Rs 45.32 115.23129.00 Rs 387.00 11.52

90.00 Rs 720.00Rs 43632.32 1632.32

Rs 4363.234010.70

10.70 Rs 112.35Rs 48107.90 /MTRs 4810.79 /Qntl 163.23

Or say Rs 4810.80 /Qntl 163.20

Rs 4810.79 /Qntl 163.23

Rs 6.34 /Qntl 5.76

Rs 4817.13 /Qntl 168.99

Or say Rs 4817.10 /Qntl 169.00

3900.00 Rs 1365.0042.00 Rs 11.76

550.00 Rs 369.60433.35

129.00 Rs 45.15 43.34116.00 Rs 121.80

90.00 Rs 266.40Rs 2179.71 2179.71

Rs 217.97192.83

412.00 Rs 144.20

) in superstructure of size 10"x5"x3" having crushing strength not less than 75 kg/cm² with dimensional tolerance ± 8% including splays cutting

Page 44: Sample Estimates

148.00 Rs 41.4410.70 Rs 7.19

Rs 2590.51 /Cum 2372.54

Or say Rs 2590.50 /Cum 2372.50

Rs 33.00 /Cum 33.00

Rs 2623.50 /Cum 2405.50

Rs 2623.50 /Cum 2405.50

(433.35+43.33) x 15% Rs 71.50 /Cum 65.00

Rs 2695.00 /Cum 2470.50

Or say Rs 2695.00 /Cum 2470.50

3900.00 Rs 1365.00

42.00 Rs 11.76550.00 Rs 550.00

433.35129.00 Rs 45.15 43.34116.00 Rs 121.80

90.00 Rs 266.40Rs 2360.11 2360.11

Rs 236.01196.34

412.00 Rs 144.20148.00 Rs 41.44

10.70 Rs 10.70Rs 2792.46 /Cum 2556.45

Or say Rs 2792.50 /Cum 2556.50

Rs 33.00 /Cum 33.00

Rs 2825.50 /Cum 2589.50

Rs 2825.50 /Cum 2589.50

(433.35+43.33) x 15% Rs 71.50 /Cum 65.00

Rs 2897.00 /Cum 2654.50

Or say Rs 2897.00 /Cum 2654.50

42.00 Rs 0.32550.00 Rs 20.46

31.54116.00 Rs 16.24 3.15

) in superstructure of size 10"x5"x3" having crushing strength not less than 75 kg/cm² with dimensional tolerance ± 8% including splays cutting

) to RCC surface finished smooth including deep chipping and slury treatment including punning including cost, conveyance & royality of materials.

Page 45: Sample Estimates

90.00 Rs 15.30Rs 52.32 52.32

Rs 5.231.51

148.00 Rs 1.1110.70 Rs 0.40

Rs 59.05 /Sqm 53.82

Or say Rs 59.10 /Sqm 53.80

Rs 59.05 /Sqm 53.82

Rs 1.73 /Sqm 1.58

Rs 60.79 /Sqm 55.40

Or say Rs 60.80 /Sqm 55.40

42.00 Rs 0.63550.00 Rs 19.69

27.04116.00 Rs 16.24 2.70

90.00 Rs 10.80Rs 47.36 47.36

Rs 4.742.60

148.00 Rs 2.2210.70 Rs 0.38

Rs 54.70 /Sqm 49.96

Or say Rs 54.70 /Sqm 50.00

Rs 54.70 /Sqm 49.96

Rs 1.49 /Sqm 1.35

Rs 56.19 /Sqm 51.32

Or say Rs 56.20 /Sqm 51.30

42.00 Rs 0.76550.00 Rs 23.65

40.16116.00 Rs 18.56 4.02

90.00 Rs 21.60Rs 64.57 64.57

Rs 6.46

finshing smooth to outside smooth surface of brick walls after racking out the joint including watering and curing with cost, conveyance, royalties and taxes of all

) finshed smooth to inside rough surface of 9"/10" thick brick walls after racking out the joint including watering and curing with cost and conveyance, royalties and taxes

Page 46: Sample Estimates

3.12

148.00 Rs 2.6610.70 Rs 0.46

Rs 74.15 /Sqm 67.69

Or say Rs 74.10 /Sqm 67.70

Rs 74.15 /Sqm 67.69

Rs 1.33 /Sqm 1.20

Rs 75.47 /Sqm 68.89

Or say Rs 75.50 /Sqm 68.90

42.00 Rs 0.88550.00 Rs 31.35

40.16116.00 Rs 18.56 4.02

90.00 Rs 21.60Rs 72.39 72.39

Rs 7.242.91

148.00 Rs 2.2210.70 Rs 0.69

Rs 82.54 /Sqm 75.30

Or say Rs 82.50 /Sqm 75.30

Rs 2.21 /Sqm 2.01

Rs 84.75 /Sqm 77.31

Or say Rs 84.70 /Sqm 77.30

34.30

42.00 Rs 0.88550.00 Rs 40.92

40.16

116.00 Rs 18.56 4.0290.00 Rs 21.6

Rs 81.96 81.96

Rs 8.20

3.90

148.00 Rs 3.11

20mm thick cement plaster in cement mortar (1:6) for brick masonary including cost, conveyance &

Page 47: Sample Estimates

10.70 Rs 0.80

RS 94.06 85.87

Say RS 94.10 /Sqm 85.90

Rs 94.06 85.87

Rs 1.33 1.20

Rs 95.39 87.07

Say Rs 95.40 /Sqm

42.00 Rs 0.63550.00 Rs 35.42

27.30116.00 Rs 17.40 2.73

90.00 Rs 9.90Rs 63.35 63.35

Rs 6.342.91

148.00 Rs 2.2210.70 Rs 0.69

Rs 72.59 /Sqm 66.26

Or say Rs 72.60 /Sqm 66.30

Rs 72.59 /Sqm 66.26

Rs 0.90 /Sqm 0.82

Rs 73.49 /Sqm 67.08

Or say Rs 73.50 /Sqm 67.10

910.00 Rs 20.9342.00 Rs 0.50

550.00 Rs 47.1949.17

129.00 Rs 16.77 4.9290.00 Rs 32.40

Rs 117.79 117.79

Rs 11.786.94

184.40 Rs 4.24148.00 Rs 1.78

10.70 Rs 0.92Rs 136.51 /Sqm 124.73

thick A.S. flooring in C.C (1:2:4) with 12 mm size HG chips including punning including cost,

Page 48: Sample Estimates

Or say Rs 136.50 /Sqm 124.70

Rs 136.51 /Sqm 124.73

Rs 2.70 /Sqm 2.46

Rs 139.21 /Sqm 127.19

Or say Rs 139.20 /Sqm 127.20

600.00 Rs 6000.0020.00 Rs 1800.00

L.S Rs 322.801039.54

129.00 Rs 278.64 103.95103.00 Rs 566.50 10.40

90.00 Rs 194.409162.34 9162.34

Rs 916.23Rs 10078.57

10 Rs 1007.86 /Sqm 916.23

Or say Rs 1007.90 /Sqm 916.20

Rs 1007.86 /Sqm 916.23

Rs 5.72 /Sqm 5.20

Rs 1013.57 /Sqm 921.43

Or say Rs 1013.60 /Sqm 921.40

42.00 Rs 5.46

550.00 Rs 1505.35

129.00 Rs 278.64 1039.54103.00 Rs 566.50 103.95

90.00 Rs 194.40 10.40Rs 2550.35 2550.35

Rs 255.0448.53

148.00 Rs 19.24

Supplying, fitting and fixing vetrifed tile in floors of size 600mm x 600mm of approved make with application of polymer modified cement based water resistant adhesive bed of required thickness of

Supplying fitting & fixing of ceramic floor tiles in floors, treads or steps and landing on 25 mm thick bed of C.M(1:1) (1cement :1sand) jointed with neat cement slurry mixed with pigment to match the shades

Page 49: Sample Estimates

10.70 Rs 29.29Rs 2853.91 2598.88

10 Rs 285.39 /Sqm 259.89

Rs 8.50 /Sqm 8.50

Rs 293.89 /Sqm 268.39

Or say Rs 293.90 /Sqm 268.40

Rs 0.00 /Sqm 0.00

Rs 293.90 /Sqm 268.40

Rs 293.89 /Sqm 268.39

Rs 5.72 /Sqm 5.20

Rs 299.61 /Sqm 273.59

Or say Rs 299.60 /Sqm 273.60

42.00 Rs 6.30550.00 Rs 756.25

711.75129.00 Rs 419.25 71.18103.00 Rs 0.00 7.12

90.00 Rs 292.50Rs 1474.30 1474.30

Rs 147.4336.91

148.00 Rs 22.2010.70 Rs 14.71

Rs 1658.64 1511.21

10 Rs 165.86 /Sqm 151.12

Or say Rs 165.90 /Sqm 151.10

Rs 50.00 /Sqm 50.00

Rs 215.90 /Sqm 201.10

Rs 215.86 /Sqm 201.12

Rs 3.91 /Sqm 3.56

Rs 219.78 /Sqm 204.68

Or say Rs 219.80 /Sqm 204.70

Painting two coats over one coat of primer on new steel work including labour & material charges.

Page 50: Sample Estimates

11.77129.00 Rs 64.50 1.18

90.00 Rs 45.00Rs 109.50 109.50

Rs 10.95Rs 2.19 2.19

Rs 122.64 111.69

9.30 Rs 13.19 12.01

say Rs 13.20 /Sqm 12.00

98.00 Rs 5.29 /Sqm 5.29

Rs 18.48 /Sqm 17.30

Say Rs 18.50 /Sqm 17.30

129.00 Rs 161.25 27.9890.00 Rs 99.00 2.80

Rs 260.25 260.25

Rs 26.03Rs 5.21 5.21

Rs 291.48 265.46

Rs 31.34 28.54

Say Rs 31.30 28.50

145.00 Rs 18.13 /Sqm 18.13

Rs 49.47 /Sqm 46.67

Say Rs 49.50 /Sqm 46.70

Rs 67.95 /Sqm 63.97

Or say Rs 67.90 /Sqm 64.00

Rs 68.00 /Sqm 64.00

Rs 67.95 /Sqm 63.97

Rs 2.19 /Sqm 1.99

Rs 70.13 /Sqm 65.96

Or say Rs 70.10 /Sqm 66.00

550.00 Rs 550.55177.00

116.00 Rs 87.00 1.90

Page 51: Sample Estimates

90.00 Rs 90.00 0.19Rs 727.55 727.55

Rs 72.7610.71

10.70 10.71Rs 811.02 738.26

93 Rs 8.72 7.94

Or say Rs 8.70 /Sqm 7.90

Rs 8.72 /Sqm 7.94

Rs 0.10 /Sqm 0.10

Rs 8.83 /Sqm 8.03

Or say Rs 8.80 /Sqm 8.00

12.29129.00 Rs 67.08 1.23

90.00 Rs 46.8090.00 Rs 9.00

Rs 122.88 122.88

Rs 12.292.46

Rs 137.63

10 Rs 13.76 12.29

say Rs 13.80 /Sqm 12.30

50.00 Rs 12.50 /Sqm 12.50

Rs 26.26 /Sqm 24.79

Or say Rs 26.30 /Sqm 24.80

Rs 26.26 /Sqm 24.79

Rs 0.41 /Sqm 0.37

Rs 26.67 /Sqm 25.16

Or say Rs 26.70 /Sqm 25.20

35.00 Rs. 87.50 87.5057.18 57.18

129.00 Rs. 28.38 5.72

Page 52: Sample Estimates

90.00 Rs. 28.80 0.57

5.72

1.14 1.14

Rs. 151.54 /10Sqm 145.82

Rs. 15.15 /Sqm. 14.58

Or say Rs 15.20 /Sqm 14.60

Rs. 15.15 14.58

Rs. 0.31 0.29

Rs. 15.47 /Sqm 14.87

Or say Rs 15.50 /Sqm 14.90

560.00 Rs 9.4642.00 Rs 0.71

550.00 Rs 66.4445.30

129.00 Rs 12.90 4.5390.00 Rs 32.40

Rs 121.91 121.91

Rs 12.196.91

184.40 Rs 3.12148.00 2.50

10.70 Rs 1.29Rs 141.02 /Sqm 128.82

Or say Rs 141.00 /Sqm 128.80

Rs 141.02 /Sqm 128.82

Rs 7.47 /Sqm 6.79

Rs 148.49 /Sqm 135.62

Or say Rs 148.50 /Sqm 135.60

195.00 Rs 195.0042.00 Rs 14.28

550.00 Rs 448.31

Page 53: Sample Estimates

129.00 Rs 45.15116.00 Rs 163.56

90.00 Rs 285.301151.60 1151.60

Rs 115.16211.44

152.40 Rs 152.40148.00 Rs 50.32

10.70 Rs 8.721478.20 /Cum 1363.04

say Rs 1478.20 /Cum 1363.00

100.00 Rs 200

110.00 Rs 55

450 Rs 225

223.00 Rs 557.5Rs 1037.5 1037.5

Rs 103.75

Rs 1141.25 1037.5

3610.58 Rs 3177.307936 2910.04

550.00 Rs 168.30 168.30Rs 4486.86 4115.84

Say Rs 4486.90 /pile 4115.80

Rs 68.48 62.25

3610.58 Rs 198.58 181.88

550.00 Rs 10.45 10.45RS 277.51 254.58

Say Rs 277.50 /Pile 254.60

Rs 1027.13 933.75

3610.58 Rs 1931.66 1769.17

550.00 Rs 101.75 101.75RS 3060.53 2804.67

Say Rs 3060.50 /Pile 2804.70

Rs 68.48 62.25

3610.58 Rs 126.37 115.74

550.00 Rs 6.60 6.60RS 201.45 184.59

Say Rs 201.40 /Pile 184.60

Rs 947.24 861.13

Page 54: Sample Estimates

3610.58 Rs 1296.20 1187.16

550.00 Rs 68.75 68.75RS 2312.18 2117.04

Say Rs 2312.20 /Pile 2117.00

Rs 68.48 62.25

3610.58 Rs 88.46 81.02

550.00 Rs 4.68 4.68RS 161.61 147.94

Say Rs 161.60 /Pile 147.90

Rs 1141.25 1037.5Rs 285.31 1426.56 259.38 1296.88

3610.58 Rs 3971.63492 3637.55

550.00 Rs 210.10 210.10Rs 5608.30 5144.52

Say Rs 5608.30 /pile 5144.50

Rs 277.50 /pile 254.60

Rs 1283.91 1167.19

3610.58 Rs 2336.04 2139.54

550.00 Rs 123.75 123.75RS 3743.70 3430.48

Say Rs 3743.70 /Pile 3430.50

Rs 201.40 /pile 184.60Rs 4549.30 /Pile 4168.90Rs 3340.90 /Pile 3061.30

Rs 1184.05 1076.41

3610.58 Rs 1527.27 1398.80

550.00 Rs 80.80 80.80Rs 2792.12 2556.00

Say Rs 2792.10 /Pile 2556.00

Rs 161.60 /pile 147.90Rs 3438.50 /Pile 3147.6Rs 2468.90 /Pile 2260.2

910.00 Rs 20.93 20.93

Page 55: Sample Estimates

42.00 Rs 0.504 0.504550.00 Rs 41.47 41.47

129.00 Rs 13.29 13.2990.00 Rs 32.40 32.40

Rs 108.59 108.59

Rs 10.86

184.40 Rs 4.24148.00 1.78

10.70 Rs 0.81Rs 126.27

Say Rs 126.30 /Sqm 108.60

58000.00 Rs 1624.00

129.00 Rs 64.5090.00 Rs 45.00

Rs 1733.50 1733.50

Rs 173.35Rs 1906.85

0.028 Rs 68101.79 /Cum 61910.71

Or say Rs 68101.80 /Cum 61910.70

Page 56: Sample Estimates

64007.00 Rs 3456.38

303.07 Rs 451.57

12.50 Rs 25.00116.00 Rs 58.00

90.00 Rs 45.00Rs 4035.95Rs 403.60Rs 4439.55

1.49 Rs 2979.56 /SqmRs 29.80 /SqmRs 3009.36 /Sqm

Or say Rs 3009.40 /Sqm

64007.00 Rs 4260.31

464.00 Rs 872.32

12.50 Rs 25.00116.00 Rs 116.00

90.00 Rs 90.00Rs 5363.63Rs 536.36Rs 5899.99

1.88 Rs 3138.29Rs 31.38 /SqmRs 3169.67 /Sqm

Page 57: Sample Estimates

Or say Rs 3169.70 /Sqm

Or say Rs 1840.70 /SqmRs 230.09 /SqmRs 2070.79 /Sqm

2070.79 Rs 4544.8911.00 Rs 33.0044.00 Rs 88.00

163.00 Rs 326.00750.00 Rs 750.00

25.00 Rs 25.00550.00 Rs 550.00

20.00 Rs 40.0076.10 Rs 97.03

Rs 6453.912.195 Rs 2940.60

Rs 29.41 /SqmRs 2970.00 /Sqm

Or say Rs 2970.00 /Sqm

240.24 Rs 2741.14

256.62 Rs 1570.51

256.62 Rs 4267.59

10.00 Rs 341.60Rs 8920.84Rs 178.42

129.00 Rs 114.8190.00 Rs 80.10

Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe

Page 58: Sample Estimates

Rs 9294.17Rs 929.42

Rs 10223.593.26 Rs 3136.07 /Rmt

Rs 0.00 /RmtRs 3136.07 /Rmt

Or say Rs 3136.10 /Rmt

Rs 300.00 /RmtRs 37.50 /RmtRs 337.50 /RmtRs 3.38 /RmtRs 340.88 /Rmt

Or say Rs 340.90 /Rmt

Rs 1935.00 /SqmRs 241.88 /SqmRs 2176.88 /Sqm

2176.88 Rs 2775.078.00 Rs 24.00

10.00 Rs 20.0076.10 Rs 97.03

Rs 2916.101.275 Rs 2287.50

Rs 22.88 /SqmRs 2310.38 /Sqm

Or say Rs 2310.40 /Sqm

46507.00 Rs 3095.51464.00 Rs 872.32

Supplying, fitting & fixing of F.R.P. door frame of size 75 x 100 mm with cost of all fittings including cost

Supplying, fitting & fixing of F.R.P. door shutter of approved quality with cost of all fittings including cost

Page 59: Sample Estimates

12.50 Rs 25.00116.00 Rs 116.00

90.00 Rs 90.00Rs 4198.83

Rs 419.88

Rs 4618.711.88 Rs 2456.76 /Cum

Rs 0.00 /Cum

Rs 2456.76 /Cumsay Rs 2456.80 /Cum

14.00 Rs 326.48

116.00 Rs 174.0090.00 Rs 90.00

Rs 590.48Rs 59.05Rs 649.53

93 Rs 6.98 /SqmRs 0.00 /SqmRs 6.98 /Sqm

Or say Rs 7.00 /Sqm

Rs 6.98 /SqmRs 0.60 /SqmRs 7.59 /SqmRs 0.00 /SqmRs 7.59 /Sqm

Or say Rs 7.60 /Sqm

Page 60: Sample Estimates

50.68 Rs 405.44

116.00 Rs 58.0090.00 Rs 45.0090.00 Rs 6.30

Rs 514.74Rs 51.474Rs 566.21

10 Rs 56.62 /SqmRs 0.57 /SqmRs 57.19 /Sqm

Or say Rs 57.20 /Sqm

Rs 56.62 /SqmRs 0.60 /SqmRs 57.22 /SqmRs 0.57 /SqmRs 57.79 /Sqm

Or say Rs 57.80 /Sqm

129.00 Rs 69.6690.00 Rs 57.60

L.S Rs 6.00Rs 133.26Rs 2.67Rs 135.93Rs 13.59

say Rs 13.60 /Sqm

Page 61: Sample Estimates

14.00 Rs 261.24

Rs 25.00116.00 Rs 116.00

90.00 Rs 67.50Rs 469.74Rs 5.05

say Rs 5.10 /Sqm

14.00 Rs 165.20

116.00 Rs 87.0090.00 Rs 45.00

Rs 297.20Rs 3.20

say Rs 3.20 /Sqm

14.00 Rs 326.48

116.00 Rs 174.0090.00 Rs 90.00

Rs 590.48Rs 6.35

say Rs 6.30 /SqmRs. 26.67 /Sqm

Page 62: Sample Estimates

90 67.5

90 45

2.25114.75

4.053338 4.05cum

90 264.65.292

269.8922.69892 2.70

sqm

@ Rs 347.40 Rs 347.40

@ Rs 129.00 Rs 21.93

@ Rs 103.00 Rs 36.05

@ Rs 90.00 Rs 46.80

@ Rs 90.00 Rs 46.80

93.60 Rs 498.98 /cum.

90.00 67.51.35

68.85per cum 0.69

90.00 270.54

27.54

0.29612949.35484

Page 63: Sample Estimates

Farm pond

length 60breadt 45

Sl No Item of work No L in feet B in feet H in feet Qty in cft

1

2

60

feet

55

50

45 Av.width =

40

TANK BOTTOM. =

Slope = Root over of 7.29

= Root over of 36.45

1 st layer 1 60.00 45.00 1.00 2700

2 nd layer 1 55.00 40.00 1.00 2200

3 rd layer 1 50.00 35.00 1.00 1750

4 th layer 1 45.00 30.00 1.00 1350

5 th layer 1 40.00 25.00 1.00 1000

6 th layer 1 35.00 20.00 1.00 700

7 th layer 1 30.00 15.00 1.00 450

7.00 10150

top width of embankment

Q/LH-SH w=(Q/L-SH)/H 8.3600998

Earth work excavation in hard soil with initial lead of 50 m and one extra lift over initial lift of 1.5m. and laying in layers not exceeding 0.3m in depth. (Data for 100cum)

Page 64: Sample Estimates

2

240 10.4 2.7 6739.2

3

out side 1 273.20 6.04 - 1649.41318

inside 0 0.00 0.00 0

4

Toe wall 0 273.20 2.00 2.00 0

5

Toe wall 0 273.20 2.00 2.00 0

Revetment. 0 273.20 10.00 1.00 0

0

Deduction for bathing ghat 0 10.00 10.00 1.00 0

6 Provision for bathing ghat 0

7 gaon sathi @ 6% appoxon labour item

8 unforeseen item with revised labour rate l.s

Cost of unskilled labour.

Item of work. Unit Qty.

1) Earth work. cum 287.3726

2) Ramming & rolling cum 287.3726

3) Rough stone dry packing cum 0

4) Fine dressing & turfing. sqm 153.29

unskilled labour comp.

Material.comp.

Ramming & rolling of earth with light H.R.R. in embankment(bund) not exceeding 0.30 m meter.

Fine dressing &Turfing of sloped portion with initial lead of 50m & one extra lift over initial lift of 1.50m. Slope portion

Earth work excavation in hard soil with initial lead of 50 m

and initial lift of 1.5min foundation & plinth.

(Data for 100cum)

Rough stone dry packing in revetment & Toe wall

Page 65: Sample Estimates

A 5 B

:1 Feet 2 :1

2.7 Feet

5.4 5.4

15.8 Feet

5 + 15.8

2

20.8 = 10.4

2

+ 29.16

= 6.03738 feet.

76.44394

62.28766

49.547

38.22197

28.31257

19.8188

12.74066

287.3726 67.29 19,338.25

Qty in cum

Rate in Rs

Amopont in Rs.

Page 66: Sample Estimates

190.7194 4.05 773.05

153.2912

0

153.2912 2.70 413.72

0 0.00

0.00

0 0.00

0

0 0.00 0.00

@ 0 0.00

0

0.00

say 20,525.02

Page 67: Sample Estimates

Detailed estmate for Construction of 100 seated Hostel Building for S.C &S.T Students at in Block of District.

ABSTRACT OF COSTSl. no. Items Unit Quantity Rate Amount

1 161.76 5201.30 8414.00

2 cum 195.00 166.50 32468.00

3 Cum 47.89 2393.00 114601.00

4 Cum 43.53 2590.50 112764.00

5

G/F Cum 74.51 2623.50 195477.00F/F Cum 84.36 2695.00 227350.00

6

G/F Cum 5.09 2825.50 14382.00F/F Cum 5.09 2897.00 14746.00

7

a Column baseG/F Cum 22.05 3711.40 81836.00

b Plinth bandG/F Cum 7.82 3946.80 30864.00

c Column & BeamG/F Cum 26.47 6056.30 160310.00F/F Cum 20.08 6568.10 131887.00

d Stair caseG/F Cum 1.94 5774.30 11202.00F/F Cum 1.94 6229.80 12086.00

e LintelG/F Cum 5.22 5781.40 30179.00F/F Cum 4.56 6238.20 28446.00

Earth work excavation in hard soil within initial lead and lift as per the direction of the Engineer-in-charge.

100 cum

Filling in foundation and plinth with sand well watered and rammed

Cement concrete(1:4:8) with 4cm size hard granite crusher broken metal

K.B.Brick masonry in cement mortar (1;6) in foundation and plinth.

K.B.Brick masonry in cement mortar (1;6) in Superstructure.

K.B.Brick masonry in cement mortar (1:4) in Superstructure of 5" partition wall.

R.C.C.M-200 using 20 mm and down graded hard granite crusher broken chips

Page 68: Sample Estimates

f ChajjaG/F Cum 1.67 5861.60 9789.00F/F Cum 1.37 6334.60 8678.00

g Roof slabG/F Cum 29.39 5861.60 172272.00F/F Cum 25.23 6334.60 159822.00

8

G/F Qntl 104.00 4810.80 500323.00F/F Qntl 58.50 4817.10 281800.00

9

G/F (Provisional rates) Kg 1851.25 60.00 111075.00F/F (Provisional rates) Kg 1520.50 60.00 91230.00

10

G/F (Provisional rates) Sft 175.00 150.00 26250.00F/F (Provisional rates) Sft 175.00 150.00 26250.00

11

G/F Sqm 270.42 59.10 15982.00F/F Sqm 229.05 60.80 13926.00

12

G/F Sqm 352.46 54.70 19280.00F/F Sqm 433.46 56.20 24360.00

13

G/F Sqm 602.63 74.10 44655.00F/F Sqm 537.92 75.50 40613.00

14

G/F Sqm 185.11 136.50 25268.00F/F Sqm 154.37 139.20 21488.00

15

G/F Sqm 34.19 72.60 2482.00F/F Sqm 29.07 73.50 2137.00

Cost of steel including all cost & carriage including labour charges

Supplying fitting &fixing of M.S.door & Window including all cost of material & Laour charges

Supplying fitting &fixing of P.V.C..door including all cost of material & labour

6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chiping

12 mm thick cement plaster in C.M.(1:6) in external surface of wall

16 mm thick cement plaster in C.M.(1:6) in internal surface of wall

2.5 cm. thick A.S.flooing using 12 mm.size h. g. c.b. chips

12 mm. thick cement plaster in C.M.(1:4) in dado work including punning

Page 69: Sample Estimates

16

G/F Sqm 28.66 293.90 8423.00F/F Sqm 28.66 299.60 8587.00

17

G/F Sqm 84.54 215.90 18252.00F/F Sqm 78.87 219.80 17336.00

18

G/F Sqm 142.42 68.00 9685.00F/F Sqm 117.33 70.10 8225.00

19

G/F Sqm 1225.51 8.70 10662.00F/F Sqm 1200.43 8.80 10564.00

20

G/F Sqm 754.32 26.30 19839.00F/F Sqm 659.03 26.70 17596.00

21

G/F Sqm 352.46 15.20 5357.00F/F Sqm 433.46 15.50 6719.00

22

G/F Sqm 32.74 94.10 3081.00F/F Sqm 215.85 95.40 20592.00Sub Total 2969610.00

23 L.S. 9114.00

Total 2978724.00

24 Provision for P.H. work-10% 297872.00

25 Provision for E.I.. work-5% 148936.00

Fixing flooring tiles in toilet floor on 25 mm. thick cement plaster (1:1) jointed with neat cement slurry etc.

Fixing glazed tiles in toilet & kitchen wall cladding on 12 mm. thick cement plaster (1:3) jointed with neat cement slurry etc.

Two coats of enamel painting over one coat of primer to doors and windows

One coat of cement washing over Plastering surfaces

Two coats of distemper to inner side finishing area

Two coats of cement painting to outer side finishing area

20 mm. thick cement plaster in cement mortar (1:4) in grading plaster of roof slab

Provision for other unforseen item if any as per actual such as head room roofing, anti-termite treatment,plinth protection , escalation of labour ,stell &cement

Page 70: Sample Estimates

26 44681.00

27 Provision for labour cess-1% 29787.00Grand Total Rs 3500000.00

(Rupees thirty five lakh only)

Provision for survey& investigation,quality quontrol& design-1.5%

Page 71: Sample Estimates
Page 72: Sample Estimates

Big pond

length 500breadt 400

Sl No Item of work No L in feet B in feet H in feet

1

500

495

490

485 Av.width =

480

TANK BOTTOM.

Earth work excavation in hard soil with initial lead of 50 m and one extra lift over initial lift of 1.5m. and laying in layers not exceeding 0.3m in depth. (Data for 100cum)

Page 73: Sample Estimates

Slope = Root over of

= Root over of

1 st layer 1 500.00 400.00 1.00

2 nd layer 1 495.00 395.00 1.00

3 rd layer 1 490.00 390.00 1.00

4 th layer 1 485.00 385.00 1.00

5 th layer 1 480.00 380.00 1.00

6 th layer 1 475.00 375.00 1.00

7 th layer 1 470.00 370.00 1.00

7.00

top width of embankment

Q/LH-SH w=(Q/L-SH)/H 82.1034

2

2000 22 7

3

out side 1 1944.00 15.65 -

inside 0 0.00 0.00

4

Toe wall 1 1944.00 2.00 2.00

5

Toe wall 1 1944.00 2.00 2.00

Revetment. 1 1944.00 10.00 1.00

Deduction for bathing ghat 2 10.00 10.00 1.00

6 Provision for bathing ghat 2

7 gaon sathi /gram sanjoyak l.s

8 unforeseen item with revised labour rate and l.s

for surplus out let

Cost of unskilled labour.

Item of work. Unit Qty.

1) Earth work. cum 37026.47

Ramming & rolling of earth with light H.R.R. in embankment(bund) not exceeding 0.30 m meter.

Fine dressing &Turfing of sloped portion with initial lead of 50m & one extra lift over initial lift of 1.50m. Slope portion

Earth work excavation in hard soil with initial lead of 50 m and initial lift of

1.5min foundation & plinth. (Data for 100cum)

Rough stone dry packing in revetment & Toe wall

Page 74: Sample Estimates

2) Ramming & rolling cum 37026.47

3) Rough stone dry packing cum 764.8924

4) Fine dressing & turfing. sqm 2827.92

unskilled labour comp.

Material.comp.

%

Page 75: Sample Estimates

Qty in cft Qty in cum Amopont in Rs.

A 8 B

2 :1 Feet 2 :1

7 Feet

feet 14 14

36 Feet

Av.width = 8 + 36

2

= 44 = 22

Rate in Rs

Page 76: Sample Estimates

2

49 + 196

245 = 15.65248 feet.

200000 5662.5142

195525 5535.8154

191100 5410.5323

186725 5286.6648

182400 5164.2129

178125 5043.1767

173900 4923.5561

1307775 37026.472 67.29 2,491,633.00

308000 8716.4 4.05 35,330.52

30428.41 2827.9194

0 0

2827.9194 2.70 7,632.33

7776 220.15855 76.33 16,803.62

7776

19440

27216 770.55493

200 5.6625142

764.89241 498.98 381,666.02

@ 10000 20,000.00

15000

0

20,000.00

say 2,953,065.48

@

67.29329 ###

Page 77: Sample Estimates

3.973861 147138.05

93.60 71593.93

2.646 7482.67

###

235217.8

92.03

Page 78: Sample Estimates

road width 3.75 12.303 width 6.75mside berm =2 x1.5 3 9.8424 3.75+2*1.5

22.1454

base width

Sl No Item of workunit

No L in feet B in feet

1 1 100 26.6454

2 1 100 26.6454

3 Sectioning cambering in road formationqty same as item no 1

42 100 5.408327

5 sand filling road surface 1 100 12.30315

6 misclleneous provision

Earth work excavation in hard soil with initial lead of 50 m and one extra lift over initial lift of 1.5m. and laying in layers not exceeding 0.3m in depth. (Data for 100cum)

Ramming & rolling of earth with light H.R.R. in embankment(bund) not exceeding 0.30 m meter.

Fine dressing &Turfing of sloped portion with initial lead of 50m & one extra lift over initial lift of 1.50m. Slope portion

Page 79: Sample Estimates

22.145 ft3.75+2*1.5

A 22.145 B

1.5 :1 Feet 2

3 Feet

4.5 4.5

31.145 Feet

H in feet Qty in cft

3 7993.62 226.2194 63.60424 14388.52

3 7993.62 226.2194 4.05 916.9439

1 7993.62 226.2194 0.69 156.0914

1081.665 100.5265 2.70 271.313

0.5 615.1575 17.40896 165.30 2877.701

500023610.56

Qty in cum

Rate in Rs

Amopont in Rs.

Page 80: Sample Estimates
Page 81: Sample Estimates

C.C ROADlength 100width 9.842

sand filling 0'6" 6 0.5

c:c 1:4:8 0'6" 6 0.5

c:c 1:2:4 0'3" 3 0.25outer centring 1.25inner centring 1

sl description unit nos L in ft Bin ft Hin ft Qty qty Rate amount wage component in cft/sqft in cum/sqm

1 earth work in excavation cum 2 100 0.83 0.83 137.78 3.899174 39.47 153.916

2 centring shutteringinner 2 100 1 200 18.58

outer 2 100 1.25 250 23.22541.805 61.13 2555.419

total3 Sand filling cum 1 100 8.172 0.5 408.6 11.56338 165.30 1911.427

4 cc 1:4:8 cum 1 100 8.172 0.5 408.6 11.56338toe 2 100 0.83 1.83 303.78 8.596974

20.16035 2079.70 41927.495 cc 1:2:4 cum 1 100 9.842 0.25 246.05 6.963215 3374.40 23496.67

6 earthwork cum 2 100 3 1.25 750 21.225

available -137.78612.22 17.32583 39.474 683.9197

70728.84 per 100 ft

rqtye per km Rs 2320500 per K.Mmultipling actor = 32.8

Page 82: Sample Estimates

Detailed estmate for Construction of 100 seated Hostel Building for S.C &S.T Students at in Block of District.

GROUND FLOORNo L B H Quantity

1 Earth work excavation in hard soil within initial lead and lift as per the direction of the Engineer-in-charge.

Column 22 5 5 5 275014 4.5 4.5 5 1417.5

wall 1 247.75 2.5 2.5 1548.44Total 5715.94 161.76

Cft Cum2 Filling in foundation and plinth with

sand well watered and rammedColumn 22 5 5 1 550

14 4.5 4.5 1 283.5Outer wall 1 413 2.5 0.5 516.25

1349.75 cftPlinth filling 1 2301.06 1.58 3635.67 cft

Foundation side filling 1/3 of item no.1 1905.31Total 6890.74 195.01

cft CumSay 195.00

3 Cement concrete(1:4:8) with 4cm Cumsize hard granite hand/crusher broken metal.(A)Foundation column 22 5 5 0.5 275

14 4.5 4.5 0.5 141.75Wall 1 413 2.5 0.5 516.25

(B) Flooring 933 cftDormitory 3 26 16 1248 Sft

Kitchen 1 11 16.92 186.12Office 1 9 10.83 97.47

S/C 1 10 16 160Passage 1 46.66 5.25 244.96

1 6 9.33 55.98Toilet 1 26.08 11.83 308.53Say 2301.10 2301.06 Sft

Quantity 2301.06 0.33 759.35 Cft

Page 83: Sample Estimates

Total 1692.35 47.89Cft Cum

4 K.B.Brick masonry in cement mortar (1;6)in foundation and plinth.

1st . Footing 1 413 2.08 0.58 498.242nd footing 1 413 1.66 0.58 397.643rd.footing 1 413 1.25 0.58 299.43

Plinth 1 413 0.83 1 342.79Total 1538.09 43.53

cft cum5 K.B.Brick masonry in cement mortar (1;6)

in Superstructure.1 400.92 0.83 9.5 3161.25

DeductionD 3 4 7 84 sft

D-1 3 3.5 7 73.5D-2 1 3 7 21S/C 1 10 7 70 248.5

W 12 5 4.5 270W-1 4 3 4.5 54 324

V 2 6 2 24V-1 10 2 2 40 64

636.5Quantity(-) 636.5 0.83 528.30

Net 2632.96 74.51cft Cum

6 K.B.Brick masonry in cement mortar (1;4)in Superstructure.

2 23.08 46.1610 4 40

Total length 86.16 RftQuantity 1 86.16 0.42 7 253.31 cft

Deduction-D-3 10 2.5 7 175 SftQnty.(-) 175 0.42 73.5 cft

Total 179.81 5.09cft Cum

7 R.C.C.M-200 using 20 mm and downgraded hard granite C.B. chipsincluding centring and shuttering

a) Column base 22 4.5 4.5 1 445.514 4 4 1 224

Page 84: Sample Estimates

22 2 2.5 0.66 72.614 2 2 0.66 36.96

779.06 Cftsay 22.05 Cum

b) Plinth band 1 400.92 0.83 0.83 276.19 Cftsay 7.82 Cum

c) Column & Beam 22 1.25 0.83 14.83 338.4914 0.83 0.83 14.83 143.03

Roof beam 1 546.58 0.83 1 453.66935.19 Cft

Say 26.47 Cumd) Stair case 21 4.83 1.33 134.90 sft

1 4.83 0.5 2.42

137.32 sftQuantity 137.32 0.5 68.66 Cft

say 1.94 Cume) Lintel 1 400.92 0.83 0.5 166.38

1 86.17 0.42 0.5 18.10184.48 Cft

say 5.22 Cumf) Chajja

W 12 6 2 144W-1 4 4 2 32

V 2 6 1.5 18V-1 10 3 1.5 45

239 sftQuantity 239 0.208 49.71 cft

Kitchen slab 1 22.42 2 44.84 SftQuantity 44.84 0.208 9.33

sft 283.84 59.04 CftSay 1.67 Cum

g) Roof slab 1 61.17 41.58 2543.45 sft1 5 11.92 59.61 14.5 28.75 416.88

3019.92 sftdeduction 1 5.66 16.83 95.26

1 21.66 5.25 113.72S/C 1 10 13.5 135.00

(-) 343.97Net area 2675.95

Page 85: Sample Estimates

Quantity 0.375 2675.95 1003.48Cft

Landing 1 11.66 6 0.5 34.98Total 1038.46 Cft

29.39 CumGrand Total 94.55

Cum8 Cost of steel including all cost &

carriage and Labour charges for bending,binding and laying in places as per direction of E.I.C.R.C.C.Qnty.=94.56 Cum.@ 1.1 Q/cum 1 94.55 1.1 104.01 Qntl

Say 104.00Qntl

9 Supplying fitting &fixing of M.S.door &Window including all

Cost & labour as per direction Door @ 2.50 kg/sft 1 248.5 2.5 621.25

Window @3.5kg/sft (incl. grill) 1 324 3.5 1134Ventlater @ 1.5 kg/sft 1 64 1.5 96

Total 1851.25Kg

10 Supplying fitting &fixing of P.V.C.door including all cost of material &labour as per direction of E.I.C.

Area as per item no.6(deuction) 175Sft

11 6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster includingdeep chipping.

Area as per item no. 7(g) 2675.95 sftArea as per item no. 7(f) 2 283.84 567.68

3243.63Deduct for wall 400.92 0.83 332.76

Net 2910.87 270.42sft Sqm

12 12 mm thick cement plaster in C.M.(1:6)in external surface of wall

outer length=2(79'-8"+57'-6")=274'-4"1 274.33 13.83 3793.98 352.46

Sft Sqm

Page 86: Sample Estimates

13 16 mm thick cement plaster in C.M.(1:6)in internal surface of wall

inner length=2x400'-11"-274'-4"=527'-6"1 527.5 11 5802.5 Sft

Extra for column 2 22 0.42 11 203.285" wall 2 86.17 7.5 1292.55

7298.33Deduct for opening as item no. 5+6 636.5 175 811.5

Total sft sft 6486.83 602.63Sft Sqm

14 2.5 cm. thick A.S.flooing using 12 mm.size h. g. c.b. chipsArea same as item no. 3(b) 2301.06 sft

Deduct for toilet 308.53 SftTotal 1992.54 185.11

Sft Sqm

15 12 mm. thick cement plaster in C.M.(1:4)in dado work including punning item no.13=527'-6"-2(26'-1"+11'-10") 1 451.66 0.5 225.83S/C Shuttering area 142.15

Total 367.98 34.19Sft Sqm

16 Fixing flooring tiles in toilet flooron 25 mm. thick cement plaster (1:1)Jointed with neat cement slurry etc.Area same as item no.3 (b) 308.53 28.66

Sft Sqm17 Fixing glazed tiles in toilet & kitchen

wall cladding on 12 mm. thick cementplaster (1:3) jointed with neat cementslurry etc.

Toilet 10 2 8.25 5 825Wash basin 2 6 2 24

Kitchen 1 24.42 2.5 61.05Total 910.05 84.54

Sft Sqm18 Two coats of enamel painting over one

coat of primer to doors and windowsDoor-area as per item no.5 (deduction) 2 248.5 497 Sft

Page 87: Sample Estimates

Window 3 324 972Vantilator 1 64 64

Total 1533 142.42Sft Sqm

19 One coat of cement washing overPlastering surfaces

Ceiling area asper item no.11 270.42 sqmOuter side area as per item no.12 352.46 sqminner side area as per item no.13 602.63 sqm

T0tal 1225.51Sqm

20 Two coats of distemper to inner side finishing areaCeiling area as per item no. 11 270.42

Inner side area as per item no.13 602.63Total 873.05 Sqm

Deduct as per item no.15 34.19Deduct as per item no.17 84.54

Net (-) 118.73 Sqm754.32

Sqm21 Two coats of cement painting to outer

side finishing areaOuter side area as per item no.12 352.46

Sqm22 20 mm. thick cement plaster in cement

mortar (1:4) in grading plaster of roof slab

Detailed estmate for Construction of 100 seated Hostel Building for S.C &S.T StudentsAT------- SEVASHRAMA SCHOOL in --------Block of ------------ District.

FIRST FLOORSl.no. Items No L B H Quantity

1 K.B.Brick masonry in cement mortar (1;6)in Superstructure.

Room wall 1 340.17 0.83 9.5 2682.24Parapet 1 181 0.83 2.5 375.58

Head room 2 27.66 0.83 7 321.412 11.66 0.83 1.5 29.03

3408.26 Cft

Page 88: Sample Estimates

DeductionD 3 4 7 84 sft

D-1 2 3.5 7 49D-2 1 3 7 21

154W 12 5 4.5 270

W-1 2 3 4.5 27 297V 2 6 2 24

V-1 10 2 2 40 64515

Quantity(-) 515 0.83 427.45 CftNet 2980.81 84.36

cft Cum2 K.B.Brick masonry in cement mortar

(1:4)in Superstructure.2 23.08 46.16

10 4 40Total length 86.16 Rft

Quantity 1 86.16 0.42 7 253.31 cftDeduction-D-3 10 2.5 7 175 Sft

175 0.42 73.5 cft179.81 5.09

cft Cum3 R.C.C.M-200 using 20 mm and down

graded hard granite crusher brokenchips

a) Column & Beam 22 1.25 0.83 11 251.089 0.83 0.83 11 68.20

Roof beam 1 470 0.83 1 390.10709.38 Cft

Say 20.08 Cumb) Stair case 21 4.83 1.33 134.90 sft

1 4.83 0.5 2.42137.82 sft

Quantity 137.82 0.5 68.91 CftSay 1.95

c) Lintel 1 340.17 0.83 0.5 141.17S/C 1 4.5 0.83 0.5 1.87

1 86.17 0.42 0.5 18.10161.13 Cft

Page 89: Sample Estimates

d) Chajja Say 4.56 CumW 12 6 2 144

W-1 2 4 2 16V 2 6 1.5 18

V-1 10 3 1.5 45S/C D-1 1 4.5 2 9

232 sftQuantity 232 0.208 48.26 cft

Say 1.37 Cume) Roof slab 1 61.17 41.58 2543.45 sft

1 5 11.92 59.61 14.5 28.75 416.88

3019.92 sftdeduction 1 5.66 35.92 203.31

1 21.66 5.25 113.721 16 17.75 284.00

S/C 1 10 13.5 135.00(-) 736.02

Net area 2283.90Quantity 0.375 2283.90 856.46

CftLanding 1 11.66 6 0.5 34.98

Total 891.44 25.23Cft Cum

Grand total 53.18Cum

4 Cost of steel including all cost & carriage and Labour charges forbending,binding and laying in places as per direction of E.I.C.R.C.C =53.18 cum @1.10Q/cum 1 53.18 1.1 58.50

5 Supplying fitting &fixing of M.S.door & Qntl.Window including all cost of material &

labour as per direction of E.I.C.Door @ 2.50 kg/sft 1 154 2.5 385

Window @3.5kg/sft (incl. grill) 1 297 3.5 1039.5Ventlater @ 1.5 kg/sft 1 64 1.5 96

Total 1520.5Kg

6 Supplying fitting &fixing of P.V.C..door

Page 90: Sample Estimates

including all cost of material &labour as per direction of E.I.C.Area as per item no.6(deuction) 175

Sft7 6 mm.thick cement plaster in C.M.(1:4)

for ceiling plaster including deep chiping

Area as per item no3(e) 2283.90 sftArea as per item no.3(d) 2 232 464

2747.90Deduct for wall 340.17 0.83 282.34

Net 2465.56 229.05sft Sqm

8 12 mm thick cement plaster in C.M.(1:6)in external surface of wall

outer wall length=2(74'-0"+57'-6")=263.01 263 11.33 2979.79

Parapet 2 181 3.33 1205.46Head room 2 29.33 7 410.62

2 11.66 3 69.96Total 4665.83 433.46

Sft Sqm9 16 mm thick cement plaster in C.M.(1:6)

in internal surface of wallinner length=2x340'-2"-263'-0"=417'-4"

1 417.33 11 4590.63 SftExtra for column 2 22 0.42 11 203.28

5" wall 2 86.17 7.5 1292.55Head room 2 26 7 364

2 10 1.5 306480.46

Deduct for opening as item no1+2 515 175 690sft sft 5790.46 537.93

Sft Sqm10 2.5 cm. thick A.S.flooing using 12 mm.

size h. g. c.b. chipsArea same as item no. 16 of G/F 2301.06

Deduction sftOffice & passage 1 9 16.08 144.72

Kitchen 1 11 16.92 186.12Total 330.84 sft

Page 91: Sample Estimates

Net 1970.22 183.03Sft Sqm

11 12 mm. thick cement plaster in C.M.(1:4)in dado work including punning

Length as per item no.11=417'4" 1 417.33 0.5 208.67S/C area as per item no 6(b) 142.15

350.82 32.59Sft Sqm

12 Fixing glazed tiles in toilet & kitchenwall cladding on 12 mm. thick cementplaster (1:3) jointed with neat cementslurry etc.

Toilet 10 2 8.25 5 825Wash basin 2 6 2 24

849 78.87Sft Sqm

13 Two coats of enamel painting over onecoat of primer to doors and windows

Door-area as per item no1 (deduction) 2 154 308 SftWindow 3 297 891

Vantilator 1 64 641263 117.33

Sft Sqm14 One coat of cement washing over

Plastering surfacesCeiling area asper item no.9 229.05 sqm

Outer side area as per item no.10 433.46 sqmInner side area as per item no.11 537.93 sqm

1200.44Sqm

15 Two coats of distemper to inner side finishing areaCeiling area as per item no. 9 229.05

Inner side area as per item no.11 537.93766.98 Sqm

Deduct as per item no.13 32.59Deduct as per item no.14 78.87

(-) 111.46 Sqm655.52

Sqm16 Two coats of cement painting to outer

Page 92: Sample Estimates

side finishing areaOuter side area as per item no.10 433.46

Sqm17 20 mm. thick cement plaster in cement

mortar (1:4) in grading plaster of roof slabArea as per item no.7 (g) of G/F 2675.95 248.60

Sft Sqm

Page 93: Sample Estimates
Page 94: Sample Estimates

a

Page 95: Sample Estimates

bnrgs

Detailed estimate for construction of BNRGSK under MGNREGSat Bhandaripokhari Block of Bhadrak District

10"wall

L/W 2 52.25 104.5(23.415+8.42+20.415)=52.25

S/W 2 52 104Total 208.5

5" wall L/W 2 23.415 46.83L/W 2 20.415 40.83

Total 87.66S/W 2 52 104S/W 2 13 26

Total 130Total 217.66

Ver l/w 38'-10"=37'2" 1 37.17 37.17s/w 2 8 16

Total 53.17C-1=10 nos (10"X15"), Grand total 479.33C-2=16 nos (10"X18")

DETAILED ESTIMATE No L B H

1 Earth work excavation in hard soil within initial lead and lift as per direction of the E.I.C.

Column 10 5 5 5 125016 4.5 4.5 5 1620

10" wall 1 208.5 2.5 2.5 1303.13 5" wall 1 217.66 2.5 2.5 1360.38

verandha 1 53.17 2.5 2.5 332.31Deduct for column -10 5 2.5 2.5 -312.50

-16 4.5 2.5 2.5 -450.00Total 5103.31

Cft

2 Filling in foundation and plinth with sand well watered and rammed

a) Column 10 5 5 1 250

Page 96: Sample Estimates

16 4.5 4.5 1 324b) 10" wall 1 208.5 2.5 0.5 260.63

5" wall 1 217.66 2.5 0.5 272.08 verandha 1 53.17 2.5 0.5 66.46

Deduct for column -10 5 2.5 0.5 -62.50-16 4.5 2.5 0.5 -90.00

c) Foundation side filling 1/3 of item no.1 1701.10d) Plinth

23 12.13 278.9923 13.25 304.7523 25.25 580.7520 25.13 502.620 13.13 262.620 13.25 265

Passage 51.17 7.58 387.87Ver 38 8 304

2886.561 2886.56 1.58 4560.76

7282.53cft

3 Cement concrete(1:4:8) with Cm. size H.G.C.B. metal(A)Foundation 10 5 5 0.5 125

16 4.5 4.5 0.5 162 10" wall 1 208.5 2.5 0.5 260.63

5" wall 1 217.66 2.5 0.5 272.08 verandha 1 53.17 2.5 0.5 66.46

Deduct for column -10 5 2.5 0.5 -62.50-16 4.5 2.5 0.5 -90.00

(B) Flooring area as per item 2(d) 2886.56 0.33 952.561686.23

cft

4 K.B.Brick masonry in cement mortar (1:6)in found. and plinth.

1st . Footin 1 208.5 2.08 0.58 251.531st . Footin 1 217.66 2.08 0.58 262.591st . Footi 1 53.17 2.08 0.58 64.142nd . Footin 1 208.5 1.66 0.58 200.742nd . Footin 1 217.66 1.66 0.58 209.562nd . Footi 1 53.17 1.66 0.58 51.193rd . Footin 1 208.5 1.25 0.58 151.163rd . Footin 1 217.66 1.25 0.58 157.80

Page 97: Sample Estimates

3rd . Footi 1 53.17 1.25 0.58 38.55plinth. ----- 1 208.5 0.83 1 173.05plinth------ 1 217.66 0.83 1 180.66plinth----- 1 53.17 0.83 1 44.13

1785.12cft

5 K.B.Brick masonry in cement mortar (1:6) in Superstructure.

10"wall L/W 1 104.5 0.83 8.17 708.6210"wall S/W 1 104 0.83 8.83 762.21

1470.83Deduction

D vr 2 7.75 7 108.5 sftD for Stair 1 3.5 7 24.5

W 12 5 4.5 270W-1 2 3 4.5 27

430Quantity(-) 430 -0.83 -356.90

Net 1113.93cft

6 K.B.Brick masonry in cementmortar (1:4) in Superstructure.

L/W 1 87.66 0.42 8.17 300.80S/W 1 130 0.42 8.83 482.12

add extra for partition wall without beam2 13 0.42 0.83 9.06Deduction 791.98

D 6 3.5 7 147D-1 2 4 7 56

2031 203 -0.42 -85.26

706.72cft

7 R.C.C.M-200 using 20 mm and down graded hard granite cruC.b.g.chips including centring and and shuttering.

a) Column base 10 4.5 4.5 1 202.516 4 4 1 25610 2 2.5 0.66 3316 2 2 0.66 42.24

533.74Cft

b) Plinth band 1 479.33 0.83 0.5 198.92Cft

Page 98: Sample Estimates

c) Column 10 1.5 0.83 14 174.3012 1.25 0.83 14 174.30

ver 2'0" down from original roof 4 1.25 0.83 12 49.80398.40

Cftd) Beam

B-1 5 53.08 0.83 1.5 330.423B-2( 52'+0'10"-5X0'10") 4 48.67 0.83 0.83 134.1151

VR - B-3 1 38 0.83 0.83 26.17824 7.17 0.83 0.83 19.75765

510.47Cft

e) Stair caseBase beam 1 5.08 1.25 1 6.41st flight i 1 9.83 5.92 0.5 29.12nd flight 1 11.92 5.92 0.5 35.3landing 1 13.83 5.92 0.33 27.03rd flight 1 3.25 5.92 0.5 9.62

Steps 18 0.083 5.92 0.5 4.42111.8

cftf) Lintel

10" wall 1 208.5 0.83 0.50 86.52755" wall 1 217.66 0.42 0.5 45.7086

132.24Cft

g) ChajjaW 10 6 2 120

W-1 2 4 2 16D vr 1 8.75 2 17.5

D 1 4.5 2 9162.5 sft

Quantity 1 162.5 0.208 33.80cft

h) Roof slab 1 54.08 53.83 2911.13Ver. 1 39 8.83 344.37

Deduct for stair -1 12.17 9.25 -112.57-1 4.17 7.08 -29.52

3113.40Quantity 1 3113.4 0.375 1167.53

cftGrand Total

8 Centring and shuttering

Page 99: Sample Estimates

a) column base 10 2 9 1 18016 2 8 1 25610 2 4.5 0.66 59.416 2 4 0.66 84.48

579.88sft

b) plinth beam 2 1 479.33 0.5 479.33sft

c) Column 10 2 2.33 14 652.412 2 2.08 14 698.884 2 2.08 12 199.68

1550.96sft

d) Beam 5 53.08 3.83 1016.4824 48.67 2.49 484.75321 38 2.49 94.624 7.17 2.49 71.4132

1667.268sft

e) stairBase beam 1 5.08 2 10.161st flight i 1 9.83 6.92 68.02362nd flight 1 11.92 6.92 82.4864landing 1 13.83 6.58 91.00143rd flight 1 3.25 6.92 22.49

Steps 18 5.92 0.5 53.28327.4414

sft

f) Lintelfor 10" wall 2 208.5 0.50 208.5for 5" wall 2 217.66 0.50 217.66

soffit i) 10" wall D vr 2 7.75 0.83 12.865

D for Stair 1 3.5 0.83 2.905W 12 5 0.83 49.8

W-1 2 3 0.83 4.98ii) 5" wall D 6 3.5 0.42 8.82

D-1 2 4 0.42 3.36508.89

sftg) Chajja 10 6 2 120

W-1 2 4 2 16D vr 1 8.75 2 17.5

Page 100: Sample Estimates

D 1 4.5 2 9162.5 162.5

sfth) Roof sla 1 54.08 53.83 2911.126vr 1 39 8.83 344.37

Deduct for stair -1 12.17 9.25 -112.5725-1 4.17 7.08 -29.5236

deduct for beam 5 53.08 -0.83 -220.2824 48.67 -0.83 -161.58441 38 -0.83 -31.544 7.17 -0.83 -23.8044

2676.189 2676.189sft

9 Cost of steel including allcost & carriage and Labour charges for laying in places as per direction of O.I.C.

87.36 1.10 96.09Qntl

10 Supplying fitting &fixing of M.S.door Window including all cost and labour

D for Stair 1 3.5 7 24.5D 6 3.5 7 147

D-1 2 4 7 56227.5

Door @ 2.50 kg/sft 1 227.5 2.5 568.75 grill for D vr 2 7.75 7 108.5

W 12 5 4.5 270W-1 2 3 4.5 27

405.5Window @3.5kg/sft (incl. grill) 1 405.5 3.5 1419.25

Total

11 6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chipping.

Area as per item no. 7(h) 1 3113.4 3113.4Area as per item no. 7(g) 2 162.5 325.00

3438.4Deduct for wall

10" wall 208.5 -0.83 -173.055" wall 217.66 -0.42 -91.42

R.C.C.Qnty..@ 1.1 Q/cum

Page 101: Sample Estimates

3173.93sft

12 12 mm thick cement plaster in cement mortar (1:6) in external surface of wall.

L=2(53'-1"+52'-10")=211'-10" 1 211.83 12.5 2647.88sqft

13 16 mm thick cement plaster in C.M.(1:6) in internal surface of wall.

L=2x426'-02"-211'-10"=640'-6" 1 640.5 10.17 6513.885

D- opening as item no. 5+6 -1 633 -633Total 5880.885

Sft14 2.5 cm. thick A.S.flooing using

12mm.size h. g. c.b. chipsArea same as item no. 3(b) 2886.56

Sft15 12 mm. thick cement plaster in C.M.(1:4)

in dado work including punning1 640.5 0.5 320.25

Sft16 Two coats of enamel painting

over one coat of primer todoors and windows

Door-area 2 227.5 455Window 3 405.5 1216.5

Total 1671.5Sft

17 One coat of cement washing over Plastering surfaces

Ceiling area asper item no.10 3173.93Outer side as per item no.11 2647.88inner side as per item no.12 5880.89T0tal 11702.69

18 Two coats of distemper to inner side finishing area

Ceiling area as per item 10 3173.93Inner area as per item no.12 5880.89Total 9054.81

Deduct as per item no.15 -320.25

Page 102: Sample Estimates

Net 8734.56Sqft

19 Two coats of cement painting to outer side finishing area

Outer side as per item no.11

20 20 mm. thick cement plaster in cementmortar (1:4) in grading plaster of roof slab

As per area item no 7 (h) 1 3113.4 3113.40sqft

Page 103: Sample Estimates

Quantity

144.42Cum

Page 104: Sample Estimates

206.10cum

47.72cum

Page 105: Sample Estimates

50.52cum

31.52Cum

20.00cum

15.10Cum5.63Cum

Page 106: Sample Estimates

11.27Cum

14.45Cum

3.16Cum

3.74Cum

0.96cum

33.04cum

87.36cum

Page 107: Sample Estimates

53.9sqm44.5sqm

144.1sqm

155sqm

30.4sqm

47.3sqm

Page 108: Sample Estimates

15.1sqm

248.7sqm

96.00Qntl

Kg

Kg1988

Kg

Page 109: Sample Estimates

295Sqm

246.10sqm

546.60Sqm

268.3Sqm

29.75Sqm

SftSft

155.28Sqm

sqftsqftsqft

1087.6Sqm

Sqft

Page 110: Sample Estimates

811.80Sqm

246.10Sqm

289.3Sqm

Page 111: Sample Estimates

Detailed estimate for BNRGSK under MGNREGS at Bhandaripokhari Block of Bhadrak District.

Sl. no. ABSTRACT OF COSTSl. no. Items Unit Quantity Rate Amount

1 100 cum 144.42 4736.90 6841.00

2 cum 206.10 165.30 34068.00

3 Cum 47.72 2199.70 104970.00

4 Cum 50.52 2372.50 119856.00

5 Cum 31.52 2405.50 75832.00

6 Cum 20.00 2589.50 51790.00

7 Cum 87.36 3306.90 288887.00

8 Rigid & smooth centring and shutteringa Column base Sqm 53.90 61.10 3293.00b Plinth band Sqm 44.50 61.10 2719.00c Column Sqm 144.10 277.90 40045.00d Beam Sqm 155.00 277.90 43075.00e Stair case Sqm 30.40 218.60 6645.00f Lintel Sqm 47.30 141.00 6669.00

g Chajja Sqm 15.10 204.60 3089.00h Roof slab Sqm 248.70 204.60 50884.00

9 (a) Qntl 96.00 4010.70 385027.00

b) Qntl 96.00 163.20 15667.00

Earth work excavation in hard soil within initial lead and lift as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with sand well watered and rammed

Cement concrete(1:4:8) with 4cm size hard granite crusher broken metal

K.B.Brick masonry in cement mortar (1;6) in foundation and plinth.

K.B.Brick masonry in cement mortar (1;6) in Superstructure.

K.B.Brick masonry in cement mortar (1:4) in Superstructure of 5" partition wall.

R.C.C.M-200 using 20 mm and down graded hard granite crusher broken chips

Cost of steel including all cost & carriage

Labour charges for bending,binding and placing of steel

Page 112: Sample Estimates

10 Kg 1988 60.00 119280.00

11 Sqm 295.00 53.80 15871.00

12 Sqm 246.10 50.00 12305.00

13 Sqm 546.60 67.70 37005.00

14 Sqm 268.30 124.70 33457.00

15 Sqm 29.75 66.30 1973.00

16 Sqm 155.28 64.00 9938.00

17 Sqm 1087.6 7.90 8592.00

18 Sqm 811.80 24.80 20133.00

19 Sqm 246.10 14.60 3593.00

20 Sqm 289.3 85.90 24851.00

21 Provision for Toilet L.S. 150000.00Sub Total 1676355.00

22 L.S. 378967.00

Total 2024292.0023 Provision for P.H. work 10% 202429.0024 Provision for E.I.. work-ls 10% 202429.00

Supplying fitting &fixing of M.S.door & Window including all cost of material & Laour charges (Provisional rate)

6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chiping

12 mm thick cement plaster in C.M.(1:6) in external surface of wall

16 mm thick cement plaster in C.M.(1:6) in internal surface of wall

2.5 cm. thick A.S.flooing using 12 mm.size h. g. c.b. chips

12 mm. thick cement plaster in C.M.(1:4) in dado work including punning

Two coats of enamel painting over one coat of primer to doors and windows

One coat of cement washing over Plastering surfaces

Two coats of distemper to inner side finishing area

Two coats of cement painting to outer side finishing area

20 mm. thick cement plaster in cement mortar (1:4) in grading plaster of roof slab

Provision for other unforseen item if any as per actual such as temporary head room and its roofing,parapet, anti-termite treatment,plinth protection , escalation of labour ,steel &cement including site development ,water supply facilities etc.

Page 113: Sample Estimates

25 30364.00

26 Provision for Contigency-1% 20243.0027 Provision for labour cess-1% 20243.00

Grand Total Rs 2500000.00 (Rupees twenty five lakh only)

Provision for survey& investigation,quality quontrol& design-1.5%

Page 114: Sample Estimates

Detailed estimate for construction of BNRGSK under MGNREGSat--------G.P.under Bhandaripokhari Block of Bhadrak District

10"wall

L/W 2 48.42 96.84S/W 1 6.33 6.33

3 18.25 54.75Total 157.92

5" wallS/W 1 12.66 12.66S/W 1 6.33 6.33

Total 18.99

Ver L/W 1 25.83 25.83s/w 2 6.25 12.5

Total 38.33C-1=20 nos (10"X10") Grand total 215.24

DETAILED ESTIMATE No L B H

1 Earth work excavation in hard soil within initial lead and lift as per direction of the E.I.C.

Column 20 5 5 5 10" wall 1 157.92 2.5 2.5

5" wall 1 18.99 2.5 2.5 verandha 1 38.33 2.5 2.5

Deduct for column -20 5 2.5 2.5Total

2 Filling in foundation and plinth with sand well watered and rammed

a) Column 20 5 5 1b) 10" wall 1 157.92 2.5 0.5

Page 115: Sample Estimates

5" wall 1 18.99 2.5 0.5 verandha 1 38.33 2.5 0.5

Deduct for column -20 5 2.5 0.5c) Foundation side filling 1/3 of item no.1d) Plinth

9.83 17.42 171.2419 11.83 224.7716 11.83 189.28

11.08 5.5 60.94Ver 25 11.83 295.75

941.98Qnty. 1 941.98 1.58Total

3 Cement concrete(1:4:8) with Cm. size H.G.C.B. metal(A)Foundation column 20 5 5 0.5

10" wall 1 157.92 2.5 0.5 5" wall 1 18.99 2.5 0.5

verandha 1 38.33 2.5 0.5Deduct for column -20 5 2.5 0.5

(B) Flooring area as per item 2(d) 941.98 0.33

4 K.B.Brick masonry in cement mortar (1:6)in found. and plinth.

1st . Footin 1 157.92 2.08 0.581st . Footin 1 18.99 2.08 0.581st . Footi 1 38.33 2.08 0.582nd . Footin 1 157.92 1.66 0.582nd . Footin 1 18.99 1.66 0.582nd . Footi 1 38.33 1.66 0.583rd . Footin 1 157.92 1.25 0.583rd . Footin 1 18.99 1.25 0.583rd . Footi 1 38.33 1.25 0.58plinth. ----- 1 157.92 0.83 1plinth------ 1 18.99 0.83 1plinth----- 1 38.33 0.83 1

5 K.B.Brick masonry in cement mortar (1:6) in Superstructure.

10"wall 1 157.92 0.83 9

Page 116: Sample Estimates

DeductionD 6 3.5 7 147W 9 3.5 4.5 141.75V 1 2 2.5 5

293.75Quantity(-) 293.75 -0.83

Net

6 K.B.Brick masonry in cementmortar (1:4) in Superstructure.

1 18.99 0.42 9Deduction

D-1 1 2.5 7 17.51 17.5 -0.42

7 R.C.C.M-200 using 20 mm and down graded hard granite crusher broken chiC.b.g.chips including centring and shutteringand shuttering.

a) Column base 20 4.5 4.5 120 2 2 0.66

b) Plinth band 1 215.24 0.83 0.5

c) Column 20 0.83 0.83 14

d) BeamB-1 1 215.24 0.83 0.62

B-2( 4X11'10") 1 47.33 0.83 0.62

e) Lintel 10" wall 1 157.92 0.83 0.505" wall 1 18.99 0.42 0.5

f) ChajjaW 9 4.5 2 81

V 1 3 1.5 4.585.5

Page 117: Sample Estimates

Quantity 1 85.5 0.208

g) Roof slab 1 50.25 20.08 1009.02Ver. 1 27.66 6.25 172.88

1181.90Quantity 1 1181.90 0.375

Grand Total

8 Centring and shutteringa) column base 20 2 9 1

20 2 4 0.66

b) plinth beam 2 1 215.24 0.5

c) Column 20 2 1.66 14

d) Beam 1 215.24 2.071 47.33 2.07

e) Lintelfor 10" wall 2 157.92 0.50for 5" wall 2 18.99 0.50

soffit i) 10" wall

D 6 3.5 0.83W 9 3.5 0.83V 1 2 0.83

ii) 5" wall D-1 1 2.5 0.42

f) ChajjaW 9 4.5 2 81V 1 3 1.5 4.5

85.5

g) Roof sla 1 50.25 20.08 1009.021 27.66 6.25 172.875

deduct for beam 1 215.24 -0.83 -178.64921 47.33 -0.83 -39.2839

Page 118: Sample Estimates

963.9619

9 Cost of steel including allcost & carriage and Labour charges for laying in places as per direction of O.I.C.

39.78 1.10

10 Supplying fitting &fixing of M.S.door Window including all cost and labour

D 6 3.5 7 147D-1 1 2.5 7 17.5

164.5Door @ 2.50 kg/sft 1 164.5 2.5

W 9 3.5 4.5 141.75V 1 2 2.5 5

146.75Window @3.5kg/sft (incl. grill) 1 146.75 3.5

Total

11 6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chipping.

Area as per item no. 7(f) 2 85.5Area as per item no. 7(g) 1 963.96

Deduct for wall10" wall 157.92 -0.835" wall 18.99 -0.42

12 12 mm thick cement plaster in cement mortar (1:6) in external surface of wall.

L=2(49'-3"+19'-1")=136'-8" 1 136.66 12.5

13 16 mm thick cement plaster in C.M.(1:6) in internal surface of wall.

L=2x176'-11"-136'-8"=217'-8" 1 217.66 10.17

R.C.C.Qnty..@ 1.1 Q/cum

Page 119: Sample Estimates

D- opening as item no. 5+6 -1 311.25Total

14 2.5 cm. thick A.S.flooing using 12mm.size h. g. c.b. chips

Area same as item no. 3(b)

15 12 mm. thick cement plaster in C.M.(1:4)in dado work including punning

1 217.66 0.5

16 Two coats of enamel painting over one coat of primer todoors and windows

Door-area 2 164.5Window 2.75 146.75

Total

17 One coat of cement washing over Plastering surfaces

Ceiling area asper item no.11Outer side as per item no.12inner side as per item no.13T0tal

18 Two coats of distemper to inner side finishing area

Ceiling area as per item 11Inner area as per item no.13Total

Deduct as per item no.15 Net

19 Two coats of cement painting to outer side finishing area

Outer side as per item no.12

20 20 mm. thick cement plaster in cementmortar (1:4) in grading plaster of roof slab

As per area item no 7 (g) 1 1181.895 1181.90sqft

Page 120: Sample Estimates

Detailed estimate for construction of BNRGSK under MGNREGS

Quantity

2500987.00118.69239.56

-625.003220.25 91.13

Cft Cum

500197.40

Page 121: Sample Estimates

23.7447.91

-125.001073.42

1488.333205.79 90.72

cft cum

250

197.4023.7447.91

-125.00310.85704.90 19.95

cft cum

190.5122.9146.24

152.0518.2836.90

114.4913.7727.79

131.0715.7631.81

801.60 22.69cft cum

1179.66

Page 122: Sample Estimates

-243.81935.85 26.48

cft Cum

71.78

-7.3564.43 1.82

cft cum

40552.8

457.8Cft 12.96

89.32 CumCft 2.53

192.89 Cum192.89 5.46

Cft Cum

110.7624.36

135.12 3.82Cft Cum

65.53683.9879

69.52Cft 1.97

Cum

sft

Page 123: Sample Estimates

17.78 0.50cft cum

443.21 12.54cft cum

39.78cum

360105.6465.6

sft 43.3215.24 sqm

sft 20929.6 sqm929.6 86.4

sft sqm445.55

97.97543.52 50.49

sft sqm

157.9218.99

17.4326.145

1.66

1.05223.195 20.7

sft sqm

85.5 7.9sft sqm

Page 124: Sample Estimates

963.96 89.6sft sqm

43.76 44.00Qntl Qntl

411.25Kg

513.63 Kg924.88

Kg

171963.96

1134.96

-131.07-7.98

995.91 92.6sft Sqm

1708.25 158.80sqft sqm

2213.60

Page 125: Sample Estimates

-311.251902.35

Sft 176.80Sqm

941.98Sft 87.5

Sqm

108.83Sft 10.11

Sqm

329403.56 Sft732.56 68.06

Sft Sqm

995.911708.25 sqft1902.35 sqft4606.51 428.1

sqft Sqm

995.911902.352898.26-108.83 Sqft2789.43

Sqft 259.20Sqm

158.80Sqm

109.8Sqm

Page 126: Sample Estimates

Detailed estimate for BNRGSK under MGNREGS at ----G.P. under Bhandaripokhari Block of Bhadrak District.

Sl. no. ABSTRACT OF COSTSl. no. Items Unit Quantity Rate Amount

1 100 cum 91.13 4736.90 4317.00

2 cum 90.72 165.30 14997.00

3 Cum 19.95 2199.70 43881.00

4 Cum 22.69 2372.50 53821.00

5 Cum 26.48 2405.50 63709.00

6 Cum 1.82 2589.50 4722.00

7 Cum 39.78 3306.90 131549.00

8 Rigid & smooth centring and shutteringa Column base Sqm 43.30 61.10 2646.00b Plinth band Sqm 20.00 61.10 1222.00c Column Sqm 86.40 277.90 24011.00d Beam Sqm 50.49 277.90 14032.00e Lintel Sqm 20.70 141.00 2919.00f Chajja Sqm 7.90 204.60 1616.00

g Roof slab Sqm 89.60 204.60 18332.009 (a) Qntl 44.00 4010.70 176471.00

Earth work excavation in hard soil within initial lead and lift as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with sand well watered and rammed

Cement concrete(1:4:8) with 4cm size hard granite crusher broken metal

K.B.Brick masonry in cement mortar (1;6) in foundation and plinth.

K.B.Brick masonry in cement mortar (1;6) in Superstructure.

K.B.Brick masonry in cement mortar (1:4) in Superstructure of 5" partition wall.

R.C.C.M-200 using 20 mm and down graded hard granite crusher broken chips

Cost of steel including all cost & carriage

Page 127: Sample Estimates

b) Qntl 44.00 163.20 7181.00

10 Kg 924.88 60.00 55493.00

11 Sqm 92.60 53.80 4982.00

12 Sqm 158.80 50.00 7940.00

13 Sqm 176.80 67.70 11969.00

14 Sqm 87.50 124.70 10911.00

15 Sqm 10.11 66.30 670.00

16 Sqm 68.06 64.00 4356.00

17 Sqm 428.1 7.90 3382.00

18 Sqm 259.20 24.80 6428.00

19 Sqm 158.80 14.60 2318.00

20 Sqm 109.8 85.90 9432.00

Labour charges for bending,binding and placing of steel

Supplying fitting &fixing of M.S.door & Window including all cost of material & Laour charges (Provisional rate)

6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chiping

12 mm thick cement plaster in C.M.(1:6) in external surface of wall

16 mm thick cement plaster in C.M.(1:6) in internal surface of wall

2.5 cm. thick A.S.flooing using 12 mm.size h. g. c.b. chips

12 mm. thick cement plaster in C.M.(1:4) in dado work including punning

Two coats of enamel painting over one coat of primer to doors and windows

One coat of cement washing over Plastering surfaces

Two coats of distemper to inner side finishing area

Two coats of cement painting to outer side finishing area

20 mm. thick cement plaster in cement mortar (1:4) in grading plaster of roof slab

Page 128: Sample Estimates

21 Provision for Toilet L.S. 50000.00Sub Total 733307.00

22 L.S. 136258.00

Total 869565.0023 Provision for P.H. work L.S. 50000.0024 Provision for E.I.. work-ls L.S. 50000.00

25 1.50% 13043.00

26 1% 8696.00

27 !% 8696.00

Grand Total Rs 1000000.00 (Rupees twenty five lakh only)

Provision for other unforseen item if any as per actual such as temporary head room and its roofing,parapet, anti-termite treatment,plinth protection , escalation of labour ,steel &cement including site development ,water supply facilities etc.

Provision for survey& investigation,quality quontrol& design-1.5%

Provision for Contigency-1%

Provision for labour cess-1%

Page 129: Sample Estimates

Detailed estimate for construction of BNRGSK under MGNREGSat--------G.P.under Bhandaripokhari Block of Bhadrak District

10"wall

L/W 2 49 98S/W 4 20.92 83.68

Total 181.68 5" wall

S/W 1 10.83 10.83

Total 10.83

Ver L/W 2 58.83 117.66s/w 1 33.92 33.92

2 6.5 13Total 164.58

Grand total 357.09

C-1=14nos (10"X10")c-2 14 nos(10"x15")

DETAILED ESTIMATE No L B

1 Earth work excavation in hard soil within initial lead and lift as per direction of the E.I.C.

C-1-Column 14 4.5 4.5 C-2-Column 14 5 5

10" wall 1 181.68 2.5 5" wall 1 10.83 2.5

verandha 1 164.58 2.5Deduct for column -14 4.5 2.5

-14 5 2.5Total

2 Filling in foundation and plinth with sand well watered and rammed

Page 130: Sample Estimates

a)C-! Column 14 4.5 4.5 C-2-Column 14 5 5

b) 10" wall 1 181.68 2.5 5" wall 1 10.83 2.5

verandha 1 164.58 2.5Deduct for column c-1 -14 4.5 2.5

C-2 -14 5 2.5c) Foundation side filling 1/3 of item no.1d) Plinth

10 14.75 147.5010 4.92 49.210 20.08 200.8

26.5 20.08 532.12Ver 9.83 33.08 325.1764

5.66 49 277.345.66 49 277.34

1809.48Qnty. 1 1809.48Total

3 Cement concrete(1:4:8) with Cm. size H.G.C.B. metal(A)Foundation column 14 4.5 4.5

14 5 5 10" wall 1 181.68 2.5

5" wall 1 10.83 2.5 verandha 1 164.58 2.5

Deduct for column C-1 -14 4.5 2.5c-2 -14 5 2.5

(B) Flooring area as per item 2(d) 1809.48

4 K.B.Brick masonry in cement mortar (1:6)in found. and plinth.

1st . Footin 1 181.68 2.081st . Footin 1 10.83 2.081st . Footi 1 164.58 2.082nd . Footin 1 181.68 1.662nd . Footin 1 10.83 1.662nd . Footi 1 164.58 1.663rd . Footin 1 181.68 1.253rd . Footin 1 10.83 1.253rd . Footi 1 164.58 1.25plinth. ----- 1 181.68 0.83

Page 131: Sample Estimates

plinth------ 1 10.83 0.83plinth----- 1 164.58 0.83

5 K.B.Brick masonry in cement mortar (1:6) in Superstructure.

10"wall 1 181.68 0.83VER ABOVE LINTEL(l 2 53.83 0.83

4 5.66 0.831 20.08 0.083

DeductionD 5 3.5 7W 6 3.5 4.5

OTHER OPENING 1 3.5 7

Quantity(-) 241.5Net

6 K.B.Brick masonry in cementmortar (1:4) in Superstructure.

1 10.83 0.42Deduction

D-1 1 3.5 71 24.5 -0.42

7 R.C.C.M-200 using 20 mm and down graded hard graniteC.b.g.chips excluding centring and shuttering.

a) Column base C-1 14 4 4 Column ba 14 4.5 4.5PEDESTRA 14 2 2PEDESTRA 14 2.5 2

b) Plinth band 1 357.09 0.83

c) Column C-1 14 0.83 0.83 Column C 14 1.25 0.83

d) BeamB-1 6 19.25 0.83

Page 132: Sample Estimates

B-2 HALL(CB) 6 8.33 0.83OFFICE IT 4 10 0.83

2 9 0.8310 5.66 0.83

LintelLLB-3 1 19.25 0.83LLBB-4 4 5.66 0.83

e) LLB-5 2 53.83 0.83

10" wall 1 181.68 0.835" wall 1 10.83 0.42

f) ChajjaVer 2 61.66 2

1 34.75 22 6.5 2

Quantity 1 342.14

g) Roof slab 1 50.83 35.75

Quantity 1 1817.17 0.375

Grand Total

8 Centring and shuttering a) column base 14 2 814 2 9

14 2 4

14 2 4.5

b) plinth beam 2 1 357.09

c) Column 14 2 1.6614 2 2.08

d) Beam 6 19.25 3.49

Page 133: Sample Estimates

6 8.33 2.154 10 2.152 9 1.83

10 5.66 1.83

e) Lintelfor 10" wall 2 181.68 0.50for 5" wall 2 10.83 0.50LLB-3 1 19.25 3.49LLBB-4 4 5.66 1.83LLB-5 2 53.83 2.49

soffit i) 10" wall

D 5 3.5 0.83W 6 3.5 0.83

ii) 5" wall D- 1 3.5 0.42

f) ChajjaVer 2 61.66 2

1 34.75 2

2 6.5 2

g) Roof sla 1 50.83 35.75

deduct for beam -1 280.08 0.83

9 Cost of steel including allcost & carriage and Labour charges for laying in places as per direction of O.I.C. 62.98 1.10

10 Supplying fitting &fixing of M.S.door Window including all cost and labour D 6 3.5 7

R.C.C.Qnty..@ 1.1 Q/cum

Page 134: Sample Estimates

Door @ 2.50 kg/sft 1 147 2.5

W 6 3.5 4.5

Window @3.5kg/sft (incl. grill) 1 94.5 3.5Total

11 6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chipping.

Area as per item no. 7(f) 2 342.14Area as per item no. 7(g) 1 1817.17

Deduct for wall10" wall 181.68 -0.835" wall 10.83 -0.42

12 12 mm thick cement plaster in cement mortar (1:6) in external surface of wall.

L=2(59'-8")+34'-9"=154.08 2 154.08 5.51 34.75 12.52 49.83 12.51 21.75 12.52 6.5 3.51 34.75 3.5

13 16 mm thick cement plaster 6 20.08 10.17in C.M.(1:6) in internal 2 46.5 10.17surface of wall. 2 10 10.17

D- opening as item no. 5+6Total

14 2.5 cm. thick A.S.flooing using 12mm.size h. g. c.b. chips

Page 135: Sample Estimates

Area same as item no. 3(b)

15 12 mm. thick cement plaster in C.M.(1:4)in dado work including punning 1 233.48

16 Two coats of enamel painting over one coat of primer todoors and windows Door-area 2 147

Window 2.75 94.5Total

17 One coat of cement washing over Plastering surfaces

Ceiling area asper item no.11Outer side as per item no.12inner side as per item no.13

T0tal

18 Two coats of distemper to inner side finishing area

Ceiling area as per item 11Inner area as per item no.13

Total Deduct as per item no.15

Net

19 Two coats of cement painting to outer side finishing area

Outer side as per item no.12

20 20 mm. thick cement plaster in cementmortar (1:4) in grading plaster of roof slab

As per area item no 7 (g) 1 1817.173

Page 136: Sample Estimates

Detailed estimate for construction of BNRGSK under MGNREGSat--------G.P.under Bhandaripokhari Block of Bhadrak District

H Quantity

5 1417.55 1750

2.5 1135.502.5 67.692.5 1028.632.5 -393.752.5 -437.50

4568.06 129.28Cft Cum

Page 137: Sample Estimates

1 283.51 350

0.5 227.100.5 13.540.5 205.720.5 -78.750.5 -87.50

1522.69

1.58 2858.975295.27 149.86

cft cum

0.5 141.750.5 1750.5 227.100.5 13.540.5 205.720.5 -78.750.5 -87.50

0.33 597.131193.99 33.79

cft cum

0.58 219.180.58 13.070.58 198.550.58 174.920.58 10.430.58 158.460.58 131.720.58 7.850.58 119.32

1 150.79

Page 138: Sample Estimates

1 8.991 136.60

1329.87 37.64cft cum

9 1357.152.33 208.202.66 49.981.5 2.50

122.594.524.5

241.5-0.83 -200.45

1417.39 40.11cft Cum

9 40.94

24.5-10.2930.65 0.87

cft cum

1 2241 283.5

0.66 36.960.66 46.2

590.66Cft 16.72

0.5 148.19 CumCft 4.19

14 135.02 Cum14 203.35

338.37 9.58Cft Cum

1.33 127.50

Page 139: Sample Estimates

0.66 27.380.66 21.91

0.5 7.470.5 23.49

207.75 5.88Cft Cum

1.66 26.522650.5 9.3956

0.83 74.166970.50 75.39720.5 2.2743

187.7567 5.31Cft Cum

246.64

69.526

342.14 sft0.208 71.17 2.01

cft cum1817.171817.17 sft

681.44 19.28cft cum

62.98cum

1 224

1 252

0.66 73.92

0.66 83.16

633.08 58.81313sft sqm

0.5 357.09 33.2sqm

14 650.7214 815.36

1466.08 136.3403.095 sqm

Page 140: Sample Estimates

107.45786

32.94103.578

733.07 68.10sqft sqm

181.6810.83

67.182541.4312

268.0734

14.52517.43

1.47

602.6221 56sft sqm

246.6469.5

26342.14 sft 31.78481

sqm1817.173

-232.46641584.706 147.2192

sqm

69.27 69.00Qntl Qntl

147

147

Page 141: Sample Estimates

367.594.5 Kg

94.5

330.75 Kg698.25

Kg

684.281817.172501.45

-150.79-4.55

2346.11 218sft Sqm

1694.88434.38

1245.75271.8845.50

121.63

3814.01 354.50sqft sqm

1225.282945.81

203.4

-2662108.492 2108.49 196.00

Sft Sqm

Page 142: Sample Estimates

1809.48Sft 168.2

Sqm0.5

116.74Sft 10.85

Sqm

294259.88 Sft553.88 51.45

Sft Sqm

2346.113814.01 sqft2108.49 sqft8268.61 768.5

sqft Sqm

2346.112108.494454.60-116.74 Sqft4337.86

Sqft 403.10Sqm

354.50Sqm

1817.17sqft 168.9

Sqm

Page 143: Sample Estimates

Detailed estimate for BNRGSK under MGNREGS at ----G.P. under Bhandaripokhari Block of Bhadrak District.

Sl. no. ABSTRACT OF COSTSl. no. Items Unit Quantity Rate Amount

1 100 cum 129.28 4736.90 6124.00

2 cum 149.86 165.30 24771.00

3 Cum 33.79 2199.70 74328.00

4 Cum 37.64 2372.50 89290.00

5 Cum 40.11 2405.50 96490.00

6 Cum 0.87 2589.50 2246.00

7 Cum 62.98 3306.90 208259.00

8 Rigid & smooth centring and shutteringa Column base Sqm 58.81 61.10 3593.00b Plinth band Sqm 33.20 61.10 2029.00c Column Sqm 136.30 277.90 37878.00d Beam Sqm 68.10 277.90 18926.00e Lintel Sqm 56.00 141.00 7896.00f Chajja Sqm 31.78 204.60 6503.00

g Roof slab Sqm 147.22 204.60 30121.009 (a) Qntl 69.00 4010.70 276738.00

b) Qntl 69.00 163.20 11261.00

Earth work excavation in hard soil within initial lead and lift as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with sand well watered and rammed

Cement concrete(1:4:8) with 4cm size hard granite crusher broken metal

K.B.Brick masonry in cement mortar (1;6) in foundation and plinth.

K.B.Brick masonry in cement mortar (1;6) in Superstructure.

K.B.Brick masonry in cement mortar (1:4) in Superstructure of 5" partition wall.

R.C.C.M-200 using 20 mm and down graded hard granite crusher broken chips

Cost of steel including all cost & carriage

Labour charges for bending,binding and placing of steel

Page 144: Sample Estimates

10 Kg 698.25 60.00 41895.00

11 Sqm 218.00 53.80 11728.00

12 Sqm 354.50 50.00 17725.00

13 Sqm 196.00 67.70 13269.00

14 Sqm 168.20 124.70 20975.00

15 Sqm 10.85 66.30 719.00

16 Sqm 51.45 64.00 3293.00

17 Sqm 768.5 7.90 6071.00

18 Sqm 403.10 24.80 9997.00

19 Sqm 354.50 14.60 5176.00

20 Sqm 168.9 85.90 14509.00

21 Provision for Toilet L.S. 50000.00Sub Total 1091810.00

22 L.S. 67611.00

Total 1159421.0023 Provision for P.H. work L.S. 50000.0024 Provision for E.I.. work-ls L.S. 50000.00

Supplying fitting &fixing of M.S.door & Window including all cost of material & Laour charges (Provisional rate)

6 mm.thick cement plaster in C.M.(1:4) for ceiling plaster including deep chiping

12 mm thick cement plaster in C.M.(1:6) in external surface of wall

16 mm thick cement plaster in C.M.(1:6) in internal surface of wall

2.5 cm. thick A.S.flooing using 12 mm.size h. g. c.b. chips

12 mm. thick cement plaster in C.M.(1:4) in dado work including punning

Two coats of enamel painting over one coat of primer to doors and windows

One coat of cement washing over Plastering surfaces

Two coats of distemper to inner side finishing area

Two coats of cement painting to outer side finishing area

20 mm. thick cement plaster in cement mortar (1:4) in grading plaster of roof slab

Provision for other unforseen item if any as per actual such as temporary head room and its roofing,parapet, anti-termite treatment,plinth protection , escalation of labour ,steel &cement including site development ,water supply facilities etc.

Page 145: Sample Estimates

25 1.50% 17391.00

26 Provision for Contigency-1% 1% 11594.0027 Provision for labour cess-1% !% 11594.00

Grand Total Rs 1300000.00 (Rupees twenty five lakh only)

Provision for survey& investigation,quality quontrol& design-1.5%

Page 146: Sample Estimates

Compatibility Report for Copy of Sample_Estimates.xlsRun on 12/1/2013 12:38

Minor loss of fidelity # of occurrences

4

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