Rate Analysis Rosa-With 13% Statutory

8/6/2019 Rate Analysis Rosa-With 13% Statutory

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CHAPTER-1

HIRE CHARGES OF PLANTS

Sr No Description Unit asic Cost Carriage Rate/Unit

1 Per day 960.000 19.20 979.20

2 Per day 800.000 16.00 816.00

3 Per day ### 44.00 2244.00

4 Per day 0.000 0.00 0.00

5 Per day 0.000 0.00 0.00

6 Coaltar sprayer Per day 0.000 0.00 0.00

7 Per day ### 202.88 10346.88

8 Derrick monkey Rope Per day 0.000 0.00 0.00

9 Per day 0.000 0.00 0.00

10 Per day 0.000 0.00 0.00

11 Machine for rubbing of floors Per day 0.000 0.00 0.00

12 Mastic cooker Per day 0.000 0.00 0.00

13 Tipper Per day ### 30.00 1530.00

14 Loader Per day 0.000 0.00 0.00

15 Per day 0.000 0.00 0.00

16 Pin Vibrator Per day 0.000 0.00 0.00

17 Surface vibrator Per day 0.000 0.00 0.00

18 Per day 0.000 0.00 0.00

19 KM 18.000 0.36 18.36

CHAPTER-2

Remarks/Input ref.

Coaltar Boiler 900 to 1400litres

2% addedforCarriage

Concrete Mixer 0.14 cubic

Diesel Road Roller-8 to 10

Diesel Truck - 7 to 10 tonne

Spraying machine includingelectric charges

Barber green,drying,mixingand Asphalt Plant,withaccessories,capacity 30/45

tonne

Pumpset for Pumping water@ 3636.8 litres/hour

Vibrator (needle type 40

Hand grinder for mirror

Gusmer (for spraying of

Transporation cost of one Tipper 8Tonne capacity perKm

LABOUR CHARGES ( incusive Statutory [email protected]% + LA &LI( contractor) @3.5%)


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Sr No Description Unit asic Cost Carriage Rate/UnitRemarks/Input ref.

Sr No Description Unit asic Cost Rate/Unit

1 Bandhani Per day 150.000 25.50 175.50

0.002 Bhishti Per day 120.000 20.40 140.40

0.00

3 Blacksmith 1st class Per day 250.000 42.50 292.50

0.00

4 Blachsmith 2 nd class Per day 200.000 34.00 234.00

0.00

5 Per day 0.000 0.00 0.00

0.00

6 Carpenter 1 st class Per day 250.000 42.50 292.50

0.00

7 Carpenter 2 st class Per day 200.000 34.00 234.00

0.008 Chowkidar Per day 110.000 18.70 128.70

0.00

9 Beldar Per day 125.000 21.25 146.25

0.00

10 Coolie Per day 120.000 20.40 140.40

0.00

11 Fitter Per day 250.000 42.50 292.50

0.00

12 Per day 200.000 34.00 234.00

0.00

13 Glazier Per day 300.000 51.00 351.00

0.0014 Per day 250.000 42.50 292.50

0.00

15 Per day 225.000 38.25 263.25

0.00

16 Per day 200.000 34.00 234.00

0.00

17 Per day 200.000 34.00 234.00

0.00

18 Per day 250.000 42.50 292.50

0.0019 Per day 225.000 38.25 263.25

0.00

20 Mate Per day 150.000 25.50 175.50

0.00

21 Mali Per day 100.000 17.00 117.00

EPF/Emloyees

Remarks/Input ref.

1 % forWelfarebenefits

Bullockman with single

Assistant Fitter or 2nd Class

Mason( for palster of pariswork) 1st class

Mason( for brick work) 1st

Mason( for brick work) 2st

Mason( for plain stone work)

Mason( for ornamental stonework) 1st class

Driver for RoadRoller,concrete Mixer,Trucketc.


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0.00

22 Mistry Per day 250.000 42.50 292.50

0.00

23 Painter Per day 225.000 38.25 263.25

0.00

24 Rock Excavator Per day 225.000 38.25 263.25

0.00

25 Rock Breaker Per day 250.000 42.50 292.50

0.00

26 Rock Hole Driller Per day 225.000 38.25 263.25

0.00

27 Stone Chiseller Per day 250.000 42.50 292.50

0.00

28 Sewerman Per day 150.000 25.50 175.50

0.00

29 Per day 110.000 18.70 128.70

0.00

30 Per day 200.000 34.00 234.00

0.00

31 White washer Per day 200.000 34.00 234.00

0.00

32 Mason(average) Per day 225.000 38.25 263.25

0.00

33 Carpenter(average) Per day 250.000 42.50 292.50

0.00

34 Per day 300.000 51.00 351.00

0.00

35 Per day 200.000 34.00 234.00

0.00

36 Skilled Torch operator Per day 225.000 38.25 263.25

0.00

waterman Per day 110.000 18.70 128.70

0.00

Foreman Per day 300.000 51.00 351.00

CHAPTER-3MATERIAL FOR BUILDING WORK AND ROAD WORK

Sr No Description Unit asic Cost Rate/Unit

Sprayman(for bitumen,taretc.)

Skilled Beldar(for flooringrubbing etc.)/Grinder

Operator(Pile / Specialmachines)

Mechanic (Pile / Assistantoperator)

Add forCarriegeand Loss

@ 2%

Remarks/Input ref.


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1 Adhesive(rubber base) Kilogram 95.000 1.90 96.90

2 Adhesive Solvent Cement litre 130.000 2.60 132.60

3 Glue kilogram 35.000 0.70 35.70

4 Aggregate

Fine Aggregate(SAND) UP

River Sand cum 910.000 18.20 928.20

Fine sand cum 840.000 16.80 856.80

Murrum cum 800.000 16.00 816.00

Stone dust cum 650.000 13.00 663.00

Surki cum 250.000 5.00 255.00

Imported Earth cum 225.000 4.50 229.50

Coarse Aggregate(JELLY)

75 mm nominal size cum 960.000 19.20 979.20



40 mm nominal size cum ### 20.80 1060.80



12.5 mm nominal size cum 976.000 19.52 995.52

10.0 mm nominal size cum 976.000 19.52 995.52

5 Cement

Port Land cement tonne 0.00

White Cement tonne ### 270.00 13770.00

Acid Proof cement tonne 0.000 0.00 0.00

6 Aluminium

metre 0.00 0.00

Aluminium strip 25 mm kilogram 500.000 10.00 510.00

Aluminium strip 10 mm kilogram 500.000 10.00 510.00

metre 0.000 0.00 0.00

metre 0.000 0.00 0.00

kilogram 500.000 10.00 510.00

kilogram 500.000 10.00 510.00

each 0.000 0.00 0.00

metre 0.000 0.00 0.00

Aluminium sheet 24 gauge sqm 0.000 0.00 0.00

Rs65/100kgRs60/100kg

Rs60/100kgRs60/100kgRs60/100kgRs65/100kgRs65/100kgRs67/100kgRs61/100kgRs61/100kg

lead fromstores

Aluminium Plain strip edging38x12x3

Aluminium Plain strip edging57x12x3Strips-Aluminium fluted 3.15mm thick & 150mm wide

Aluminium strip 40 mm wide

and 2 mm thickAluminium strip 38 mm wideand 1.6 mm thick

Aluminium grip strip of size50x12x2 mm

Stip-Aluminium fluted 3.15mm thick and 200mm wide


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Aluminium Beading metre 0.000 0.00 0.00

Aluminium U beading kilogram 0.000 0.00 0.00

metre 0.000 0.00 0.00

Aluminium T and L sections kilogram 0.000 0.00 0.00

each 0.000 0.00 0.00

cent 0.000 0.00 0.00

kilogram 0.000 0.00 0.00

Glass 6mm thk sqm 410.000 8.20 418.20

Glass 10mm thk sqm 820.000 16.40 836.40

10nos 250.000 5.00 255.00

10nos 175.000 3.50 178.50

M.S. Screw 40mm Cent 65.000 1.30 66.30

M.S. Screw 30mm Cent 50.000 1.00 51.00

7 Bitumen and Coal Tar

tonne ### 440.00 22440.00

tonne ### 440.00 22440.00

coal Tar litre 0.000 0.00 0.00

tonne 0.000 0.00 0.00

tonne ### 440.00 22440.00

tonne ### 440.00 22440.00

tonne 0.000 0.00 0.00

Solvent Kilogram 0.000 0.00 0.00

tonne 0.000 0.00 0.00

tonne 0.000 0.00 0.00

tonne 0.000 0.00 0.00

Steam Coal Quintal ### 24.00 1224.00

Anti corrosive bitumastic pain Kilogram 30.000 0.60 30.60

APP polymeric polyethylene 1 sqm 50.000 1.00 51.00

GEO TEXTILE sqm 70.000 1.40 71.40

8 Blasting Material

Blasting powder Kilogram 0.000 0.00 0.00

Blasting Fuse (Fuse wire) Each 0.000 0.00 0.00

Aluminium Teechannel(heavy duty) withrollers and stop end

Aluminium single cleat of

size 30x32x3Aluminium washer 2 mmthick 15 mm dia

Anodising 15 microns onaluminium sections

Anodised Aluminium ButtHinges 100x58x1.9mm

Anodised Aluminium ButtHinges 50x37x1.5mm

Paving bitumen S-90 ofapproved quality

Blown type petroleumbitumen of penetration 85/25approved quality

Paving Asphalt 30/40PenetrationPaving Asphalt 80/100PenetrationPaving Asphalt 60/70

PenetrationRC - 3 (Rapid curing)bitumen confirming to IS 217

Modified Bitumen Refineryproduced CRMB - 55

Modified Bitumen Refineryproduced CRMB - 60

Bitumen Emulsion M.S.(medium setting) conformingto IS:8887-1995


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9 Bricks

Table mould bricks ### 50.00 2550.00

Machine moulded briks ### 60.00 3060.00

Bick bats cum ### 20.00 1020.00

10 Distemper

Dry Distemper kilogram 200.000 4.00 204.00

kilogram 250.000 5.00 255.00

kilogram 275.000 5.50 280.50

Plaster of Paris kilogram 0.000 0.00 0.00

whiting quintal 0.000 0.00 0.00

Indigo (Neel) kilogram 600.000 12.00 612.00

11 Stones

Stone for Masonry work cum ### 20.00 1020.00

Stones for pitching cum 850.000 17.00 867.00

Soling Stones cum 700.000 14.00 714.00

12 Tiles

6 mm Ceramic Tiles sqm 490.050 9.80 499.85

8 mm Ceramic Tiles sqm 500.000 10.00 510.00

Pressed cement tiles sqm 250.000 5.00 255.00

walkway tiles sqm 250.000 5.00 255.00

10 mm thick Black Granite sqm ### 20.00 1020.00

20 mm thick Black Granite sqm ### 43.20 2203.20

Vitrified ceramic Tiles sqm 0.000 0.00 0.00

sqm 350.000 7.00 357.00

Rough sand stone sqm 150.000 3.00 153.00

Marble Stone 18mm th sqm 350.000 7.00 357.00

Marble Dust cum ### 29.00 1479.00

Marble tile 8mm th 30cmX15c Each 20.000 0.40 20.40

13 Roofing

sqm 115.000 2.30 117.30sqm 325.000 6.50 331.50

GI Sheet (Plain 16 - gauge) sqm 325.000 6.50 331.50

GI Sheet (Plain 18 - gauge) sqm 300.000 6.00 306.00

MS Sheet - 16 Gauge sqm 300.000 6.00 306.00

MS Sheet - 18 Gauge sqm 275.000 5.50 280.50

thousandthousand

Oil bound washabledistemperwater proofing cement paintsnowcem plus

Kota Stones for Flooring(35mmth)

0.6 mm thick AC Sheets(Corrugated)0.6 mm thick AC Sheets(Plain)


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Mangalore Tiles sqm 0.000 0.00 0.00

14 Steel

Reinforced Steel tonne 0.00

Structural steel tonne 0.00

Binding wire kgs 48.000 0.96 48.96Nuts and bolts kgs 54.000 1.08 55.08

15 Paints

Aluminium paint litre 350.000 7.00 357.00

Acid proof paint litre 0.000 0.00 0.00

Enamel paint litre 250.000 5.00 255.00

synthetic enamel paint litre 250.000 5.00 255.00

plastic enamel paint litre 350.000 7.00 357.00

road marking paint litre 0.000 0.00 0.00

Acralyc exterior paint litre 230.000 4.60 234.60

Primer litre 150.000 3.00 153.00

kilogram 160.000 3.20 163.20

Metal primer litre 150.000 3.00 153.00

Multi surface paint "Uni-Gloss" Litre 200.000 4.00 204.00

Special Primer C-W Litre 125.000 2.50 127.50

Epoxy paint Litre 250.000 5.00 255.00

Colouring Pigment Kg 400.000 8.00 408.00

16 Fenceing

Chain link Fencing sqm 405.000 8.10 413.10

Barbed wire sqm 220.000 4.40 224.40

17 RCC Hume Pipe

NP 3

150 mm rmt 220.000 4.40 224.40

200 mm rmt 300.000 6.00 306.00

300 mm rmt 375.000 7.50 382.50

600 mm rmt ### 26.20 1336.20900 mm rmt ### 48.00 2448.00

1200 mm rmt ### 70.00 3570.00

NP 4

600 mm rmt ### 33.00 1683.00

900 mm rmt ### 58.00 2958.00

1200 mm rmt ### 88.00 4488.00

lead fromstores

Acrylic Emulsion PaintInterior Grade

GI wire interwoven in chainlink


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18 Paver Blocks

80 mm thick reflective type sqm 550.000 11.00 561.00

sqm 475.000 9.50 484.50

19 Sanitary Items

Each 700.000 14.00 714.00

10 lit. PVC flushing cistern Each 350.000 7.00 357.00

CI / M.S. Brackets Set 50.000 1.00 51.00

Set 120.0002.40 122.40

32mm M.S. holder bat clamp Each 20.000 0.40 20.40

20mm G.I pipe 'C' class Mt 105.000 2.10 107.10

Special for overflow pipe Each 50.000 1.00 51.00

25mm Mosquito proof couplin Each 100.000 2.00 102.00

Each 150.000 3.00 153.00

Plastic seat & lid Black for EW Each 300.000 6.00 306.00European type Water Closet Each 1200.000 24.00 1224.00

Each 2000.000

40.00 2040.00

E.W.C.pan as specified pedest Each 2400.000 48.00 2448.00

Each 800.000

16.00 816.00

Each 900.00018.00 918.00

Each 350.000

7.00 357.00

Each 1500.00030.00 1530.00

Each 450.000 9.00 459.00

C.P. brass chain with plug Each 100.000 2.00 102.00

Each 150.0003.00 153.00

C.P. Brass stop cock Each 450.000 9.00 459.00

Lead connection Each 150.000 3.00 153.00

Stainless Steel Kitchen Sink 5 Each 1500.000 30.00 1530.00

Each 625.00012.50 637.50

Pig lead for CI pipe Joints Kg 48.000 0.96 48.96

Spun yarn Kg 30.000 0.60 30.60

Each 20.000 0.40 20.40

80 mm thick non reflectivetype

W.C pan (580x440)mm

Orrisa pattern white

G.I. 32mm telescopic flushpipe with fittings/specials

100mm sci 'P' or 'S' trap withvent horn

10lit.low level vitreousflushing cistern with fittings& brackets, and 40mm flushbend

China flat back or wall cornertype Lipped front urinal basinof (430x260x350) mm or(340x410x265) mm sizes ofWhite vitreous

5 lit. PVC automatic flushingcistern with fittingsStandard size GI flush pipeand CP brass spreader, withbrass union and clampsincluding fittings

Wash basin of white vitreousChina (630x450) mm size15mm CP brass pillar tap(Continental)

32mm C.P. brass waste ofstandard pattern

1.8m long 100mm dia soilpipe (SCI/SS)

M.S. clamps / stay for100mm dia pipe


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Mt 79.000 1.58 80.58

Mt 101.000 2.02 103.02

Mt 147.000 2.94 149.94

Mt 191.000 3.82 194.82

Mt 221.000 4.42 225.42

Mt 300.000 6.00 306.00

20 Wooden Item

1st class Timber (Teak, Kail,D cum ### 1200.00 61200.00

2nd class Timber cum ### 980.00 49980.00

I5mm Dia G.I. pipes (C-Class)20mm dia G.I. pipes (C-class)25mm dia G.I. pipes ( C-class)32mm dia G.I. pipes ( C-class)40mm dia G.I. pipes ( C-class)50mm dia G.I. pipes ( C-class)

Before printing, thinkabout ENVIRONMENTALresponsibility.

FACTOR CALCULATIONSN DESCRIPTION AMT

1.1 DIREECT SUPERVISION COST OF CONTRACTOR 3.0%

1.2 INDIRECT SUPERVISION COST OF CONTRACTOR 3.0%

1.3 PROFIT OF THE CONTRACTOR 12.0%

1.4 IDLING OF OPERATION P& E 3.0%

1.5 TURNOVER BENEFIT FOR SUPPLY ITEM TO CONTRACTOR 4.0%

1.6 BANK CHARGES FOR PBG / BG 1.0%

1.7 CONTINGENCIES 1.0%

1.8 BUSINESS PROMOTION 1.0%

1.9 WCT / TDS TO BE PAID BY THE CONTRACTOR 2.5%

1.10 ESCALATION 0.0%

1.11 ESTABLISHMENT OF REL OFFICE, LAB ETC 1.0%

1.12 SCOPE REDUCTION / INCREAMENT SENSITIVITY 0.5%

TOTAL STEEL (EXCEPT REINFORCEMENT) 32.0%


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Rate analysis for civil iems (INDEX)

1 Site Clearence

2 Earth Work

3 Carting Away

4 Back Filling

5

6 Concrete - PCC & RCC

7 MORTARS

8 Masonry

9 WATER PROOFING

10 Flooring11 Aluminuim Work

12 Plastering

13 Flooring

14 Road works/ pavement works

15 Kerb stone

16 Steel Works

17 Fencing Works

18 Paver Block

19 Sanitary Items

20 Damp Proof course

21 DISMANTALLING & DEMOLISHING WORKS

22 False ceiling

23 Thermal insulation under deck..

24 WHITE WASHING, DISTEMPERING & PAINTING

25 Bollard Fixing26

27 RAINWATER HARVESTING PVC PIPE LAYING

28 Hume Pipe Culverts

29 Providing plastering / pointing

Dewatering of subsoil water from excavatedpit by pumping or other suitable method

Provoding and injecting chemical pre constructionaltntitermite treatment


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S.No Description Unit Qty Rate Amount

1 Site Clearence

1.1

engineer-in-charge SQM

Details of cost of 100sqm

LabourBeldar each 0.8 146.25 117.00

Coolie each 0.8 140.4 112.32

Subtotal 229.32

Add for Sundries and continges @3% 6.88

Sub Total 236.20

Contractors profit and over heads @15% 35.43

Cost of clearing jungle for 100 sqm Total 271.63

Cost of 1 sqm 2.72

2 Earth Work

2.1 Depth 0.0-1.50m All kinds of soils CUM

Out put =10 cumLabour

Mate each 0.15 175.50 26.33

Beldar each 3 146.25 438.75

Coolies each 3.5 140.40 491.40

subtotal 956.48

Add for Tools and plant tokaries etc.@2% 19.13

subtotal 975.60

Add for Sundries and contigencies @3% 29.27

subtotal 1,004.87

Add for contractors profit and overheads @15% 150.73

Cost of excavation trench for 10 cum subtotal 1,155.60

Cost of 1 cum 115.56


Out put =10 cumBasic as 0.0-1.50m 956.48

Extra for every additional lift of 1.5m

Labour

Colie/Beldar each 1.15 140.4 161.46

subtotal 1,117.94


subtotal 1,151.47Water and electricity charges @1.5% 17.27

subtotal 1,168.75

Add for contractors profit and over heads @15% 175.31

Cost of 10 cum 1,344.06

Rate per cum 134.41


Out put =10 cum1,117.94


Labour


subtotal 1,279.40


subtotal 1,317.78Water and electricity charges @1.5% 19.77

subtotal 1,337.54

Add f t t fit d h d @15% 200 63

Clearing the site of all vegetation, shrubs, weeds, grass ,debris,refuse and all other obstructions/objectionable matter complete anddisposing of the material to place upto 2 KM as directed by siteengineer, including dressing up ground to a level surface asdirected by the site engineer. Note:- Trees to be uprooted aftergetting approval from engineer-in-charge

Excavation in all kinds of soil /murrum for foundation, trenches anddrains,columns,

footings, landscaping and piping including disposal of surplusexcavated earth to a location within site as directed by engineer-incharge & including shoring,shrutting etc. complete (Size ofexcavated pit for foundation, trenches& drains&footings to beconsidered for volumetric calculation for payment will be made onP.C.C.size basis as mentioned in the drawing) Including dressing .


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subtotal 1,491.01

Water and electricity charges @1.5% 22.37

subtotal 1,513.38


Cost of 10 cum 1,740.38

Rate per cum 174.04


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Excavation Soft Rock

2.5 0 to 1.5 m depth in soft rock CU. MOutput 10 cum

A. LabourExcavators each 1.8 263.25 473.85

Breakers each 3.5 292.5 1,023.75

Beldar each 3.00 146.25 438.75

Mate each 0.35 175.5 61.43

Coolies each 3.5 175.5 614.25

Total cost of Labour sub total 2,612.03

156.72

sub total 2,768.75

Add for Sundriesand contingencies @3% 83.06

sub total 2,851.81


Cost of 10 cum 3,279.58

Rate per cum 327.96

2.6 1.5-3.0 m depth in soft rock CU. M

Output 10 cumBasic Rate as per 0.0-1.50m (Labour + Tools) 2,768.75


Labour


sub total 2,930.21


sub total 3,018.11


sub total 3,063.38


Cost of 10 cum 3,522.89

Rate per cum 352.29


Output 10 cumBasic Rate as per 1.50-3.0m 2,930.21


Labour


sub total 3,091.67


sub total 3,184.42


sub total 3,232.18

Add for contractors profit and over heads @15% 484.83Cost of 10 cum 3,717.01

Rate per cum 371.70




Labour


sub total 3,253.13


sub total 3,350.72


sub total 3,400.98

Add for contractors profit and over heads @15% 510.15Cost of 10 cum 3,911.13

Rate per cum 391.11

Excavation in soft rock by chiseling etc. for foundation, trenchesand drains,columns, footings, landscaping and piping workincluding disposal of surplus excavated shrutting, etc. complete(Size of excavated pit for foundation, trenches& drains& footings tobe considered for volumetric calculation for payment will be madeon P.C.C.size basis as mentioned in the drawing) includingdressing

Add for sharpning of tooles like crow bar, pickaxes etc, cost ofchisels and sharpning the same @7.5%


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Excavationin Hard Rock

2.9 0 to 1.5 m depth In Hard Rock CU. M

Output 10cum

A.Labour

Mate each 0.5 175.50 87.75

Excavators each 5.00 263.25 1,316.25

Breakers each 8.00 292.50 2,340.00

Chisellers each 3.00 292.50 877.50

Beldar each 3.25 146.25 475.31

Coolies each 6.00 140.40 842.40

Total Labour sub total 5,939.21

445.44

sub total 6,384.65


sub total 6,576.19


Cost of 10 cum 7,562.62

Cost of 1 cum 756.26

2.10 1.5-3.0 m depth in Hard rock CU. M

Output 10 cumBasic Rate as per 0.0-1.50m (Labour + Tools) 6,384.65


Labour

Colie/Beldar each 2 140.4 280.80

sub total 6,665.45


sub total 6,865.42


sub total 6,968.40

Add for contractors profit and over heads @15% 1,045.26

Cost of 10 cum 8,013.66

Rate per cum 801.37

2.11 3.0-4.50 m depth in Hard rock CU. M



Labour


sub total 6,946.25


sub total 7,154.64

Water and electricity charges @1.5% 107.32sub total 7,261.96


Cost of 10 cum 8,351.25

Rate per cum 835.13




Labour


sub total 7,227.05


sub total 7,443.87

Water and electricity charges @1.5% 111.66sub total 7,555.52


C t f 10 8 688 85

Excavation in hard rock by chiseling, Rock drilling machine as persite soil condition for foundation, trenches and drains, columns,footings, landscaping and piping work including disposal of surplusexcavated earth to a location within site as directed by engineer-in-charge & including shoring, shrutting, etc. complete (Size ofexcavated pitfor foundation, trenches& drains& footings to be considered forvolumetric calculation for payment will be made on P.C.C. size

basis as mentioned in the drawing)

Add for sharpning of tooles like crow bar, pickaxes etc, cost ofchisels and sharpning the same @7.5%


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Carting Away

2.13

Up to 1.50 km

Unit CumOut put 100 cum

LabourMistri (Head) Each 4.00 292.50 1,170.00

Mazderr(Beldars) Each 22.00 146.25 3,217.50

Boys Each 26.00 140.40 3,650.40

Total For Labopur 8,037.90

Add Sundries and contingencies @ 3% 241.14

subtotal 8,279.04

Add water & E.C. charges 1.5% 124.19

subtotal 8,403.22

Add C.P. & O.H. @ 15% 1,260.48

Cost for 100 Cum 9,663.71

Cost per cum 96.64

2.14 1.5 km to 5 km radius CUMOut put 123.77 cum

trips 35.36 200 7,072.60

Beldar each 28 146.25 4,095.00

subtotal 11,167.60

sundries & contingencies 3% 335.03

subtotal 11,502.63

Add water & E.C. charges 1.5% 172.54

subtotal 11,675.17

Add C.P. & O.H. @ 15% 1,751.28

subtotal 13,426.44

Cost per cum 108.48

Carting away elsewhere within/outside the premises surplusexcavated material inclusive of earth cinder, rock, debris unfit forback fillingas directed beyond site area,(by shortest route as assessed by siteengineer ) including spreading and leveling all complete as directedby engineer-in charge

No of trips required including loading & unloading in 3.50 cumlorry)


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2.17 Using earth Brought outside. With 25 km lead

Using 10T Roller

Extra Transportation cost for 5 cum Km 1.00 18.36 18.36

Cost per cum 5.00 3.67

Hire Cost of Tipper Per day 1.00 1500.00 1,500.00

180.00

Assume tipper consumes a litre of diesel for every 5 KM

Diesel Litres 36.00 38.00 1,368.00

Driver Each 1.00 225.00 225.00

Helper Each 1.00 150.00 150.00

Other consumables Ls 1.00 50.00 50.00

for 240Km 3,293.00

Per KM 18.29

2.18CUM

Cost of 10 CUM

Cost of River sand cum 10 928.20 9,282.00

A.Cost of Material 9,282.00

Beldar/coolie each 1.8 140.40 252.72

Waterman each 0.2 128.70 25.74

B. Cost of Labour 278.46

Total ( A+B) 9,560.46

Add ofr sundries and contingencies@3% 286.81

Subtotal 9,847.27

Add for wate and electricity [email protected]% 147.71

Subtotal 9,994.98

Add for contractors profit and overheads @15% 1,499.25

Cost of 10 cum 11,494.23

Cost of 1 cum 1,149.42

Dewatering of pits and trenches

Assume Tipper usage per is 8hrs, and travelling at 30KM per hourand 25% of time spent on loadin and unloading

Supply and filling with approved quality sand brought fromother areas


18/58

2.19HP/HR

for keeping the pit dry.

MATERIAL

Pump set for pumping water up to 1 HP.

Hiring charges Rs.400/- Per day. Day 1.00 400.00 400.00

Cost per Hr. /for 8 hrs

LABOURBeldar(M) Each 1.00 146.25 146.25

sub total 546.25

Add for sundries & Contingencies @ 3% 16.39

sub total 562.64

Add for electricity & W.C. @ 1.5% 8.44

sub total 571.08

Add for C.P. & O.H @ 15% 85.66

Cost per 8 hours 656.74

Cost per HR 82.09

Dewatering of subsoil water from excavatedpit by pumping or other suitable method


19/58

3.0 Concrete - PCC & RCC

3.1CUM

Details of cost for 1 Cum

Materials

Stone aggregate 40 mm Cum 0.69 1060.80 730.15


Coarse sand Cum 0.5 928.20 464.10

Cement (0.1175 Cum) Tonne 0.17 0.00 -

Total Material (A) 1,494.94

Labour

Mason each 0.125 263.25 32.91

Beldar each 0.65 146.25 95.06

Foreman each 0.05 351.00 17.55

Waterman each 0.13 128.70 16.09

coolie each 0.65 140.40 91.26

Total Labour(B) 252.87

A+B sub total 1,747.81

Add for Hire and running charges of mixer @1.9% 33.21sub total 1,781.02

Add for sundries and contingencies@3% 53.43

sub total 1,834.45

Add for water & electricity @1.5% 27.52

sub total 1,861.97

Add for Contractor's profit and Overheads @15% 279.29

Cost of 1 Cum 2,141.26

3.2 Mix 1:3:6(P.C.C) using 20 mm and down size coarse aggregate CUM


Materials

Stone aggregate 20 mm (one size) Cum 0.73 1093.44 794.93

Stone aggrigate 12mm cum 0.24 995.52 240.92

Coarse sand Cum 0.49 928.20 450.18

Cement (0.15674 Cum) Tonne 0.22 0.00 -

Total Material(A) 1,486.02

Labour

Mason each 0.13 263.25 32.91

Beldar each 0.8 146.25 117.00

Foreman each 0.08 351 28.08


coolie each 0.8 140.4 112.32


Total (A+B) sub total 1,792.42

Add for Hire and running charges of mixer @1.70% 30.47sub total 1,822.89

Add for sundries and contingencies @3% 54.69

sub total 1,877.58

Add for Water and elctricity @1.5% 28.16

sub total 1,905.74

Add for Contractor's profit and overheads @ 15% 285.86

Cost per CUM sub total 2,191.60

Providing & laying blinding layer using plain cement concrete withcoarse aggregates as leveling course at all levels in foundations,basement & under flooring including the cost of formwork andcuring.

Mix 1:4:8(PCC) using 40 mm and downsize coarse aggregates.


20/58

3.3CUM


Materials



Coarse sand Cum 0.47 928.20 436.25

Cement Tonne 0.32 0.00 -


Labour

Mason each 0.13 292.50 36.56

Beldar each 0.7 146.25 102.38



coolie each 0.7 140.4 98.28


Total(A+B) subtotal 1,711.93

29.96

subtotal 1,741.89


subtotal 1,794.15

Add for Water and electricity [email protected]% 26.91

subtotal 1,821.06Add for Contractor's profit and overheads @ 15% 273.16


3.3.ACUM


Materials



Coarse sand Cum 0.48 928.20 440.90

Cement (0.1175 Cum) Tonne 0.13 0.00 -


Labour

Mason each 0.125 292.50 36.56

Beldar each 0.65 146.25 95.06

Foreman each 0.05 351.00 17.55

Waterman each 0.13 128.70 16.09

coolie each 0.65 140.40 91.26


A+B sub total 1,682.42

Add for Hire and running charges of mixer @1.9% 31.97

sub total 1,714.39

Add for sundries and contingencies@3% 51.43

sub total 1,765.82

Add for water & electricity @1.5% 26.49

sub total 1,792.31Add for Contractor's profit and Overheads @15% 268.85


Mix M15(PCC) with 20mm down size coarseaggregate

Add for Hire and running charges of mixer,vibrator water pump [email protected]%

Mix 1:5:10(PCC) using 40 mm and downsize coarse aggregates.


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3.6


Materials


Stone aggrigate 12mm Cum 0.22 995.52 219.51

Coarse sand Cum 0.44 928.20 409.34


Total Material(A) 1,352.16Labour

Mason each 0.15 293 43.88

Beldar each 0.7 146 102.38


Waterman each 0.13 129 16.09

coolie each 0.7 140 98.28


Total ( A+B) subtotal 1,630.33

57.06

subtotal 1,687.39

59.06

subtotal 1,746.45

Add for Sundries and contingencies@3% 50.62

subtotal 1,797.07

Add for Water and electricity @1.5% 26.96

subtotal 1,824.02

Add for Contractor's profit and OH @15% 273.60


3.7 RCC M25


Materials


Stone aggrigate 12mm Cum 0.23 995.52 223.99

Coarse sand Cum 0.45 928.20 417.69


Total Material(A) 1,379.75

Labour

XXXX 0.15 156 23.40

Mason each 0.7 293 204.75

Beldar each 0.05 146 7.31


Waterman each 0.7 129 90.09coolie each 0.7 140 98.28


Total ( A+B) subtotal 1,824.06

50.16

subtotal 1,874.22

32.80

subtotal 1,907.02

Add for Sundries and contingencies@3% 56.23

subtotal 1,963.25

Add for Water and electricity @1.5% 29.45

subtotal 1,992.70Add for Contractor's profit and OH @15% 298.90


RCC M20 For Height not exceeding 15m( Five floors) aboveground,beams column,driveways etc. - above Plinth levelincluding scaffolding


For scaffolding,testing cement, stone aggrigate, sand, water& andcasting of concrete cubes for testing including curing, cost ofcement slurry, hacking exposed surfaces for finishing etc., @3.5%

For Height not exceeding 15m( Five floors)above ground,beams column,driveways etc. - above Plinth levelincluding scaffolding


For scaffolding,testing cement, stone aggrigate, sand, water& andcasting of concrete cubes for testing including curing, cost ofcement slurry, hacking exposed surfaces for finishing etc., @1.75%


23/58

3.8

Precast slab-At all levels( Reinforcement to be paid seperately)

Basic cost of Cement concrete 1:1.5:3 as above cum 1 2056.33 2,056.33

Materail for fixingCement(0.6*0.06) q 0.6 0.00 -

Sand Cum 0.13 928.20 117.60

Labour for fixing

Foreman Each 0.08 351.00 28.08

Beldar Each 1.5 146.25 219.38

Coolie Each 1.5 140.40 210.60

Mason Each 0.6 292.50 175.50

Water man Each 0.04 128.70 5.15

sub total 638.70

H&M of mixer vibrotor and pump for water @ 2% 12.77

sub total 651.48

19.54

sub total 671.02

Hoisting arrangement including scaffolding ., pullies ropes etc @3% 20.13

sub total 691.15


sub total 711.89

Water charges and electricity @1.5% 10.68

sub total 722.56

Add for OH&CP 108.38


3.9

For depth not exceeding 5m below ground SQM

Centering and shuttering including

strutting,propping etc. and removal

of formwork for

Foundation, footing bases of columns

etc.for mass concrete below ffl

Details of cost for footing size

2.7m x 2.7m x 1m

Contact area =10.8 sqm

Materials

MS sheet 14g for main and small formsMain 4*4*0.6*1.2 11.52 sqm

Small 4*1*0.3*1 1.2 sqm

Add for wastage@10% 1.28

Total 14 sqm

Weight @15.7kg/sqm q 2.2 3500.00 7,700.00

Angle iron for backing

Verticals 4*4*2*1.2 38.4

4*1*2*1 8

Horizontals 4*4*4*0.6 38.4

4*1*4*0.3 4.8

89.6 RM

Weight @3.5kg/rm 313.6 kg

Add for wastage 17.9 kg

Total q 3.32 3500.00 11,602.50

corner angle including wastage 4*1.2 5 mWeight q 0.18 3500.00 612.50

Fabrication charges of panels angles q 5 3 1500 00 7 950 00

Providing precast concrete units in M20 gradeusing necessary reinforcement and casting it at contractors castingyard, including curing, fixing erecting hooks etc., as perspecification drawings and as directed by engineer-in-charge.(Reinforcement will be paid under separate i tem)

Construction and casting of platform, curing tank, building papercost of moulds and cost of oil etc @3%

Providing and fixing to correct level, line plumb, vertical, plainformwork in all shapes made of plywood/ MS plates for RCCworks including necessary shuttering,scaffolding, removal using

approved mould releasing agents, bracing etc. leaving necessaryrecesses opening etc. keeping the same in position duringconcreting and removing after the specified curing period, allcomplete as per specification and as directed by engineer-incharge.


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7 Flooring

7.1 Coloured glazed tile, grade 1 of approved make

8 mm thick Ceramic tiles Sq.mt 1.05 510.00 535.50

1Sq.mt + 5% wastage -

12 mm th CM 1:3 Cum 0.14 1150.11 165.62

Cement for slurry @3.3 kg /smt q 0.03 0.00 -

foreman Each 0.10 351.00 35.10

mason Each 0.50 263.25 131.63

beldar Each 0.50 146.25 73.13

waterman Each 0.05 128.70 6.44subtotal 947.40

Add for mortar for pointing@7% 66.32

subtotal 1,013.72

Add for sundries @3% 30.41

subtotal 1,044.13

Add for water charges @ 1% 10.44

subtotal 1,054.57

Add for OH and CP @15% 158.19

cost per sqmt 1,212.76

7.2 White glazed tile, grade 1 of approved make

6 mm thick Ceramic tiles Sq.mt 1.05 510.00 535.50

1Sq.mt + 5% wastage -

12 mm th CM 1:3 Cum 0.14 1150.11 161.02Cement for slurry @3.3 kg /smt q 0.03 0.00 -

foreman Each 0.10 351.00 35.10

mason Each 0.50 263.25 131.63

beldar Each 0.50 146.25 73.13

waterman Each 0.05 128.70 6.44

subtotal 942.80

Add for mortar for pointing@7% 66.00

subtotal 1,008.80


subtotal 1,039.06

Add for water charges @ 1% 10.39

subtotal 1,049.45

Add for OH and CP @15% 157.42

cost per sqmt 1,206.87

7.3 KOTA STONE FLOORING

(25mmto 40mm) for 10 sqmt

Kota Stone inclusive of Wastage Sq.mt 11.50 357.00 4,105.50

10Sq.mt + 5% wastage

20 mm th CM 1:4 Cum 0.22 1152.95 258.26

Cement +slurry kg 64.00 0.00 -

CEMENT pigment kg 4.48 0.00 -

foreman Each 0.15 351.00 52.65

mason Each 3.35 263.25 881.89

beldar Each 3.35 146.25 489.94

waterman Each 1.00 128.70 128.70

Special Beldar for Polishing Each 1.25 146.25 182.81

subtotal 6,099.75

Add for polihing@4% 243.99subtotal 6,343.74

add for carborunum stones @2% 126.87

subtotal 6,470.61


subtotal 6,664.73

Add for water charges @ 1.5% 99.97

subtotal 6,764.70

Add for OH and CP @15% 1,014.71

subtotal 7,779.41

cost per sqmt 777.94


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33/58

7.6 50 mm th Cement concrete flooring 1:2: 4 Mix

using 20mm metal

For 10 Sqm

Details of cost for 10 sqmt

Materials



Coarse sand Cum 0.24 928.2 218.13

Cement Tonne 2.02 0 -

Cost of material 720.54

LabourMason each 1 263.25 263.25

Beldar each 1 146.25 146.25



coolie each 1 140.4 140.40

604.31

Total 1,324.84

26.50

1,351.34

Add for form work @2% 27.03

1,378.37


1,419.72

Add for W.C. & Electricity @ 1.5% 21.301,441.01


overheads @ 15%

Cost per 10 sqm 1,657.17

Cost of 1 Sqm 165.72

7.7 40 mm th Cement concrete flooring

using 20mm metal

For 10 Sqm

Details of cost for 10 sqmt

Materials



Coarse sand Cum 0.19 928.2 174.50

Cement Tonne 0.17 0 -

Total material 576.43

Labour

Mason each 0.95 263.25 250.09

Beldar each 0.95 146.25 138.94



coolie each 0.95 140.4 133.38

Total Labour 576.81

Total 1,153.24

23.06

1,176.31

Add for form work @2% 23.531,199.83


1,235.83

Add for W.C. & Electricity @ 1.5% 18.54

1,254.36


Cost for 10 sqm 1,442.52

Cost of 1 Sqm 144.25

Add for Hire and running charges of mixer,vibrator water pump etc@2%



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8 Aluminuim Work

8.1 For Frame(39.13Kg output)

Aluminium kg 41.89 200 8,378.00

Cp Brass/stainless steel screws 20mm for cleat angle 100 0.72 50 36.00

Nos

Dash hold fastners Each 12 20 240.00

Labour charges for manufacturing the required the required section kg 39.13 35 1,369.55

by a reputed work shop

Labour

fitter 0.25 292.5 73.13

helper 0.25 140.4 35.10

sub total 10,131.78

Add for anodizing the [email protected] 1,960.50

sub total 12,092.27Add for carriage of other [email protected]% 90.69

sub total 12,182.97

Add for rawl plug andscrews @0.85% 103.56

sub total 12,286.52

For PVC/neoprinefelt for filling gaps @0.5% 61.43

sub total 12,347.95

Hire charges of dril @0.5% 61.74

sub total 12,409.69

Sundries and contingencies @3% 372.29

sub total 12,781.98

Water charges @1% 127.82

sub total 12,909.80

Cp&OH @15% 1,936.47

TOTAL 14,846.27

Cost per KG 379.41

8.2 For shutter(39.13Kg output)

Aluminium kg 41.89 180 7,540.20

Cp Brass/stainless steel screws 20mm for cleat angle 100 0.72 50 36.00

Nos

Dash hold fastm\ners Each 12 20 240.00

Labour charges for manufacturing the required the required section kg 39.13 35 1,369.55

by a reputed work shop

Labour

fitter Each 0.4 292.5 117.00

helper Each 0.4 140.4 56.16

sub total 9,358.91

Add for anodizing the [email protected]% 2,058.96sub total 11,417.87

Add for carriage of other [email protected]% 142.72

sub total 11,560.59

Add for rawl plug andscrews @1.00% 115.61

sub total 11,676.20

For PVC/neoprinefelt for filling gaps @0.65% 75.90

sub total 11,752.09

Hire charges of dril @0.75% 88.14

sub total 11,840.24

Sundries and contingencies @3% 355.21

sub total 12,195.44

Water charges @1% 121.95

sub total 12,317.40

Cp&OH @15% 1,847.61

TOTAL 14,165.01Cost per KG 362.00

Providing and fixing in position glazed anodisedaluminum windows of 15 micron anodised aluminum sections ofapproved quality and make, including all anodised aluminumfixtures, like hinges, handles, fastenings etc. including makingrecesses in brick/concrete surfaces and making good the sameafter fixing windows, all as per manufacturer's specifications etc.

complete as per spec. and directions.


35/58

8.3 Providing glazing

Unit 1 sqm - 6mm thk glass

Glass sqm 1.1 418.2 460.02

Noeprine/PVC gasket m 6 15 90.00

Glacier each 0.2 351 70.20

Helper each 0.2 140.4 28.08

sub total 648.30

Carrige of al material @1..5% 9.72

sub total 658.02

Sundries and contigencies @3% 19.74

sub total 677.77CP&OH @15% 20.33

Cost per SQM TOTAL 698.10

8.4 Unit 1 sqm - 10mm thk glass

Glass sqm 1.1 836.4 920.04

Noeprine/PVC gasket m 6 15 90.00

Glacier each 0.2 351 70.20

Helper each 0.2 140.4 28.08

sub total 1,108.32

Carrige of al material @1..5% 16.62

sub total 1,124.94

Sundries and contigencies @3% 33.75

sub total 1,158.69

CP&OH @15% 34.76Cost per SQM TOTAL 1,193.45

Plastering

1

a Cement Mortar plastering of 1:5 per 10 sqm

Cement tonnes 0.07 0 -

Sand( fine aggregate) cum 0.24 928.2 222.47

water litres -

Total cost of material 222.47

labour Component

Skilled Labour Nos 1.2 292.5 351.00

Semi Skilled Nos 2.5 234 585.00

Unskilled labour Nos 0.15 175.5 26.33

Total cost for Labour 962.33

Scaffolding, pumps for water 2.50% 20.19

contingencies and sundries 3.00% 0.79

Water and electricity charges @1.5% 1.50% 17.77

Add overhead and CP 15% 15% 177.72

Total cost other items 216.47

Total for 10Sqm 1,401.26

Rate per Sqm 10 140.13

b Cement Mortor plastering of 1:4 per 10 sqmCement tonnes 0.09 0 -

Sand( fine aggregate) cum 0.24 928.2 222.47

water litres 0.3 -


labour Component

Skilled Labour Nos 1.2 292.5 351.00

Semi Skilled Nos 2.5 234 585.00

Unskilled labour Nos 0.15 175.5 26.33


Scaffolding, pumps for water 2.50% 20.19


Water and electricity charges @1.5% 1.50% 17.77

Add overhead and CP 15% 15% 177.72Total cost other items 216.47

Total for 10Sqm 1,401.26

Rate per Sqm 10 140 13

Providing and laying 20mm thick cement plaster in two layerson RCC or masonry to all heights, including scaffolding, raking outof joints, mouldings complete as per the specifications, drawings &as directed by owner/consultant.


36/58


37/58

Flooring

3

Carriage :

Chequered tiles delivered at site sqm 11 255 2,805.00Material cost of cement mortor of 1:4 , 20mm thk sqm 12 122.10 1,465.20

Total cost of material 4,270.20

labour component for laying the cement concrete

Skilled labour Each 0.15 292.5 43.88

Semi skilled Each 3 234 702.00

Unskilled Each 2.5 175.5 438.75

Coolie Each 2.5 117 292.50

water man Each 1 140.4 140.40

Beldar for polishing Each 2 146.25 292.50

Total cost for labour 1,910.03


Water and electricity charges 1.50% 92.70

Add overhead and CP 15% 927.03Total cost of other items 1,205.14

Total for 10 Sqm 7,385.37

Total for 1 sqm 10 738.54

Walkway Tiles around tank farm area and sales building

Carriage :

Walk way tiles delivered at site sqm 11 255 2,805.00

Material cost of cement mortor of 1:4 , 20mm thk sqm 12 122.10 1,465.20


labour component for laying the cement concrete

Skilled labour Each 0.15 292.5 43.88

Semi skilled Each 3 234 702.00

Unskilled Each 2.5 175.5 438.75

Coolie Each 2.5 117 292.50

water man Each 1 140.4 140.40

Beldar for polishing Each 2 146.25 292.50

Total cost for labour 1,910.03



Add overhead and CP 15% 927.03

Total cost of other items 1,205.14

Total for 10 Sqm 7,385.37

Total for 1 sqm 10 738.54

4 Filling with available good Excavated earth for 10 cum

Labour component

Semi skilled Nos 1.35 234 315.90

unskilled Nos 1.45 175.5 254.48

Total for labour component 570.38




Total cost of other items 111.22

Total cost for 10 cum 681.60

Cost for 1 cum 10 68.16

Providing & laying minimum 25 mm thk. cement chequeredtiles of approved make & colour laid in approved pattern and to therequired slope in cement/sand C M 1:3 (cement mortor of 20mmthk) bedding on floor, including filling joints with cement compacting& rolling etc.,complete as per specifications, drawings & as directedby owner/consultant.(contractor shall state the basic rate & type oftile assumed at time of quoting)


38/58

5

Cost imported CNS Earth transported from 5 km radius Cum 10 229.5 2,295.00

Labour component


unskilled Nos 1.45 175.5 254.48

Total for labour component 570.38

contingencies and sundries 3.00% 17.11Water and electricity charges 1.50% 8.56



Total cost for 10 cum 2,976.60

Cost for 1 cum 10 297.66

6

Cost of 10mm downgraded coarse aggregate cum 10 995.52 9,955.20

Labour component


unskilled Nos 1.45 175.5 254.48Total for labour component 570.38





Total cost for 10 cum 10,636.80

Cost for 1 cum 10 1,063.68

7 Road works/ pavement works

a Subgrade preparation

Earth works in excavation cum 22.5 - -

Labour component

Skilled No 1 225 225.00

semi skilled Nos 9.25 110 1,017.50

unskilled nos 9.25 110 1,017.50

total Labour component 2,260.00

Equipment - Hire cost of Road roller incl operator and lubes Each/per day 0.05 2244 121.18

Diesel for Road roller Litres 0.97 34.94 33.96

Total for Equipment cost 155.13





Total cost for 100sqm 2,445.38

Cost for 1 sqm 100 24.45

Supply and filling in plinth/ Around tank walls/ canopyfoundation.. Etc

Supply and filling with graded course aggregate metal aroundFuel Tank - 10mm down size

Preparation of subgrade by excavating earth to average of 225mm

depth. Dressing to camber and consolidating with road roller. Inclmaking good the undulations etc. and disposal of surplus earthlead upto 50 m say for 100sqm


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8 Granular Sub base- preparation for 100 sqm

cum 25 816 20,400.00

Labour component

Skilled No 1.25 225 281.25

semi skilled Nos 7.75 110 852.50

unskilled nos 12.75 110 1,402.50

total Labour component 2,536.25


Diesel for Road roller Litres 1.95 35 68.25


Add for carriage of diesel,templates,screens and hand brooms 10% 310.45





Total cost for 100sqm 24,094.36

Cost for 1 sqm 100 240.94

Cost per Cum 1 963.77

9

Material cost for 1 cum

Coarse aggreagate 40 mm to 65 mm Cum 0.96 979.2 940.03

Stone screenings /binding material Cum 0.7 663 464.10


Labour component

Skilled Nos 0.1 225 22.50


Unskilled Nos 0.5 110 55.00

Nos

Total cost for Labour component 115.00


Diesel for Road roller Litres 0.59 34.94 20.61




Water and electricity charges 1.00% 2.10Add overhead and CP 15% 31.45


Total cost of material for 1cum 1 1 664 11

Refering to Z0-Z00-C3-1775-03 Granular sub base considering 5%soaked CBR Sub-base to be prepared by filling supersaturatedriver sand/stone grit/murrum/granular soil or mixture of all in case ofmurrum & soil the liquid limit & plasticity index shall be less than 20& 6 respectively, complete as per drawing. The compaction shall bein layers to get 98 % relative density after sprinkling requiredquantity of water. The consolidation shall be done using 8-10 tonroller as per the camber required. Suitable thickness of Sub-baseshall be selected as per SOAK CBR VALUE available at site & asper drawing. The gradation and CBR value of the material to beused for sub-base shall be as per Table 1A /1B (Thk OF GSB of250mm)

Providing & laying waterbound macadam for paving portion225 mm compacted thickness in three layers of 75 mm thick each(using 40 to 65 mm size crushed stone aggregate of approvedquality). spreading metal of specified zone, dry rolling with 10 M.T

roller. NOTE:- a) After final compaction of each layer the pavingshall be allowed to cure overnight. any unevenness noticed on thesurface shall be filled with screenings or binding material, lightlysprinkled with water & rolled . No traffic shall be allowed b) quotedrates shall be inclusive of taking levels before & after laying variouslayers & carrying out following lab test on aggregates & test resultsto be submitted to engineer in charge before use. LAB TEST- i) LAabrasion value- 40 % max.


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10

Material cost

Considering 66.81 cum output mixer plant

Bitument 80/100 Ton 5.88 22440 131,947.20

Stone aggregate 19.5mm Cum 21.75 1093.44 23,782.32

Stone aggregate 13.2mm Cum 74.17 995.52 73,837.72

fine aggregate Cum 2.97 928.2 2,756.75Total material cost 232,323.99

Hirecharges for Equipment

BG(Barber green hot Mix) plant perday 1 10346.88 10,346.88

Tipper perday 5 1530 7,650.00

Loader perday 1 0 -

Roadroller perday 4 2244 8,976.00

litres 1016 34.94 35,493.96

Total for Equipment hire and operation 62,466.84

Labour component

Skilled labour nos 1 292.5 292.50

Semi skilled nos 12 234 2,808.00

waterman nos 7 128.7 900.90Total cost for labour 4,001.40

298,792.23

Add for carriage of diesel,templates,screens and hand brooms 2% 5,228.86

contingencies and sundries 3.00% 8,963.77

Water and electricity charges 1.00% 2,987.92

Add overhead and CP 15% 44,818.83


total cost for 66.81 cum 360,791.62

Cost per cum 66.81 5,400.26

Cost per Sqm Sqm 20 270.01

11

Material component

Bitument tons 0.23 22440 5,161.20

Aggregate 11.2 mm cum 2.4 995.52 2,389.25

Diesel for road roller litres 1.8 34.94 62.88

total for material 7,613.33

hire charge for Equipement

Road roller Per day 0.1 2244 224.40

Mixer Per day 0.05 816 40.80

Total cost for Equipment Hires 265.20

Labour componentSkilled each 0.3 292.5 87.75

Semi skilled each 5.25 234 1,228.50

unskilled each 2.35 175.5 412.43


total labour 1,798.88

9,677.41




Add overhead and CP 15% 1,451.61


Total for 100 sqm sqm 100 11,903.21

Cost per sqm 119.03

Providing and laying 50mm thick Bituminous macadam courseabove the W.B.M layer of road/paving portion.Firstly application ofPrime coat of 0.9kg/m & tack coat of 0.3kg/m over WBM layer.Bituminous macadam shall consist of aggregates 19 mm &downsize .

Total Diesel qty for hotmix plant,premixing and heatingmaterial,steam burner,road roller and tipper

Providing and laying 20mm thick Premix carpet above the

Bituminious course of road/paving portion.Firstly application of Tackcoat of 0.3 kg/mbitumen over bituminous macadam course. Premixcarpet shall consist of aggregates of nominal stone size 13.2 mm


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12 Seal Coat.

Providing and laying seal coat of premixed fine aggregate

Analysis for 100 Sqm

Material component

Bitumen Tonne 0.08 22440 1,723.39

Coarse sand cum 0.6 928.2 556.92

Steam coal Quintal 0.15 1224 188.01

Diesel for roller Lit 2.7 34.94 94.32


Hire charges for equipment

Road roller per day 0.15 2244 336.60

Boiler per day 0.25 979.2 244.80

Mixer per day 0.04 816 32.64

Total cost of Equipment 614.04

Labour component

Skilled Each 0.3 351 105.30

semi skilled Each 4.35 234 1,017.90

Unskilled Each 2.4 117 280.80

Cost of labour component 1,404.00

Subtotal 4,580.68

other cost

Add for screening/wire brushes ..etc 2.50% 114.52

Add for carriage and steel. Etc 2.00% 91.61Add for sundies and contigencies 3% 137.42

Add for water charges 1% 45.81

Add for OH and CP 15% 687.10

Total other cost 1,076.46

5,657.14

Rate per sqm 100 56.57

Kerb stone

Supply and Laying of kerb stone( 10.156m) Rm 10.15 1200 12,180.00

Transport cost Tones 1.48 150 222.00

Labour cost

Skilled Each 1.25 351 438.75

Semi Skilled Each 0.3 234 70.20


Waterman Each 0.1 128.7 12.87

Total for Labour cost 545.22

12,947.22

Other cost

Marking Drainage opening,cement nmortor and fixing cost 6% 776.83

Add for sundies and contigencies 3% 388.42

Add for water charges 1% 129.47

Add for OH and CP 15% 1,942.08


4,004.03

Cost for laying per RM Rm 11 364.00

( Includes Precast of Kerb Stones and Fixing and Excludesexcavation and PCC base concrete)


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Steel Works

Reinforcement works

Fe 415 steel, All diametres Quintal 1 0 -

Carriageof steel bar tonr 0.11 -

Binding wires 1% kg 5 48.96 244.80


Labour Component

Skilled Eac 0.54 292.5 157.95

Semiskiled Eac 0.5 234 117.00

Cost of labour 274.95

519.75

Other cost

Tools and tackles 1.50% 7.80

Scafollds and cocver block 1.50% 7.80

Sundries and cont 3.00% 15.59


Total other cost 109.15

Total cost 628.90

Cost per Kg 100 6.29

Structural steel

Cost of material Quintal 2.78 0 -

Cost of priming coat Sq 7 15.3 107.10

Carriageof steel bar ton 0.28 -

Cost of material 107.10

Labour

Skiled Each 2 292.5 585.00

Unskiled Each 4 234 936.00

Cost of Labour 1,521.00

1,628.10

Other Cost

Add for Gas cutting/ scafolding 4% 65.12

Sundries and cont 3.00% 48.84

Water and Electircty 0.50% 8.14


Total other cost 366.32

Cost per Quintal 265 1,994.42

Cost per Kg 7.53

Providing and laying high yield strength deformed steel bars Fe 415(ribbed Tor--steel or approved equivalent) in all reinforced concretework including cutting, bending, laying in position binding with 18gauge annealed steel wire

Supply & fabrication of structural steel at shop using steelconforming to IS :2062, including transporting, erecting pre-fabricated structure (using lifting equipments like cranes, tools &tackles), framed arched structure, fabricated built-up steel sectNote-site welding will not be permitted.

Cleaning the surface of dust and loose particles, surfacepreparation, by sandblasting process to achieve surface roughnessnot exceeding 20 microns, two primer coats of catalysed epoxyresin/zinc phosphate cured with polyamide 30 microns DFT percoat & t


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Concrete pavement

M 20concrete 1:1.5:3 for 54 m x 54 m

Concrete delivered at site cum 291.6 2,056.33 599,625.09

Cost of plastic sheet 250micron thk sqm 1603.8 1.5 2,405.70

Material cost 602,030.79

Labour component

Skilled Each 45 225 10,125.00

Semi skilled Each 95 150 14,250.00

Unskilled Each 113 110 12,430.00

36,805.00638,835.79

Total other cost

Add for Farm work/diesel, sheets .brooming..etc 0.25% 1,597.09

Planks for mason to work 0.30% 1,916.51

Add for casting and cube testing 0.60% 3,833.01

Sundries and cont 3.00% 19,165.07

Water and Electircty 1.50% 9,582.54

Add for OH and CP 15% 95,825.37


Total cost 770,755.37

Per cum 291.6 2,643.19

Fencing Works

Barbed wire fencingProviding & fixing barbed wire fencing 1.5 m height including supply and fixing of

support angles L 50x50 x 6 ( with bend part angle with 3 stand) at 3m c/c including

embedding the angles in PCC 1:2:4 tying the barbed wire to the support angles with 18

gauge wire and applying 1 coat of red oxide primer and 2 coats of synthetic enamel

paint of approved make and shade etc complete as per drawing

for 30m length

Material cost

Earth work in excavation cum 1.75 115.56 202.23

CC 1:5:10 cum 1.75 2,061.15 3,607.02

Angle post q 1.06 0 -

Barbed wire Rm 210 10 2,100.00

Runner flat Quint 0.26 0 -

5,909.25

Labour

Skilled Each 0.25 292.5 73.13


950.63

6,859.87

other cost

Add for Bidind wires, bolts 2% 137.20

Sundries 3% 205.80

Add OH and CP 15% 1,028.98

other cost 1,371.97

Total Cost 8,231.85

Cost per Rm 30 274.39

Chain link fencing

Providing, supplying, fabricating and fixing GI chain link fencing of 50mm x50mmmesh of 10g thick with MS angles and of approved manufacturer and fixing to 65 x

65 x 6angle posts at approximately 3m c/c and at corners, including excavation &

backfilling of required width & depth for post foundations , PCC 1:3:6 for foundations

and supply & application of one coat of primer & 2 coats of finish paint of approved

shade and quality etc. complete as per spec. and as directed by engineer - in - charge.

Material cost

Earth work in excavation cum 1.75 115.56 202.23

CC 1:5:10 cum 1.75 2,061.15 3,607.02

Angle post q 1.06 0 -

Chain link fencing kg 126 38 4,788.00

Runner flat Quint 0.26 0 -

8,597.25

Labour

Skilled Each 0.25 292.5 73.13Unskilled Each 3.75 234 877.50

950.63

9 547 87


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Paver Block

Interlocking pavement

Supply and laying of M 40 grade (Comp. Strength of 400 kg/sq. cm) interlocking

concrete paving blocks of approved make.The concrete block should be machine

made, pattern of laying is as specified type with brick size minimum 200mm x 100mm

The rate should include providing 70 to 100 mm thk coarse silt free river sand bedding.

The block to be laid to the required slope and profile for better water management as

at site and compacted with appropriate mechanical compactors. The edges to be

neatly trimmed by providing kerbs along the periphery of the paved area in PCC 1:2:4

of150mm x200 mm in cross section all complete as per standards. The ingrace and

out grace needs to be reinforced with cement concrete for smooth entry and exit of

vehicles.

MATERIAL

Paver block sqm 10.00 561 5,610.00

Fine sand cum 0.15 928.2 139.23

Coarse sand cum 0.50 928.2 464.10

6,213.33

LABOUR

Mason each 0.50 263.25 131.63

Beldar each 1.00 146.25 146.25

Water man each 0.00 128.7 -

Beldar for cleaning each 1.00 146.25 146.25

cost of vibrator each 0.15 500 75.00

499.13

6,712.46

Other costAdd for contingencies & sundries @ 3% 3% 201.37

Add for W.C. & Electricity @ 1.5% 1.50% 100.69

Add for CP & O.H.@ 15% 15% 1,006.87

Total of other cost 1,308.93

cost for 10 Sqm 8,021.38

Cost per Sqm 10 802.14

Sanitary Items

Stoneware pipe

Material

S W pipe 150mm dia, each 600mm in length each 55 45.9 2,524.50

Cement Kg 75 0 -

Sand Cum 0.05 928.2 48.73

Spun Yarn Kg 9 5.1 45.90

Total material 2,619.13

Labour

Skilled Each 0.45 292.5 131.63

semi skilled Each 3 234 702.00

Unskilled Each 4 140.4 561.60

Water man Each 0.3 128.7 38.61

Total Labour 1,433.84

4,052.97

Other costAdd testing of pipe,cement slurry etc 2.75% 111.46

Sundries 3% 121.59

Add OH and CP 15% 607.94

Water charges 1% 40.53

Total of other cost 881.52

Cost for 30 m 4,934.49

Per RM 30 164.48

Providing and laying , jointing the glazed stoneware pipe of grade Awith Stiff Mixture of Cement mortor 1;1. Detail of cost of working for30 M


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Pile Works

Material

Cement Kg 265 - -

Aggregates Cum 0.73 1,060.80 774.38

Sand Cum 0.37 928.20 343.43

rebars @2% steel Kg 200 6.29 1,257.80

Bentonite slury t 0.08 8,000.00 624.00

Cost of material 2,999.61

Labour for Boring

Skilled each 0.5 292.50 146.25

Semi skilled each 0.5 234.00 117.00

Unskilled each 0.5 175.50 87.75

helper each 2 175.50 351.00

Labour for concreting

Skilled each 0.2 292.50 58.50


Unskilled each 2.5 175.50 438.75

helper each 1.45 175.50 254.48

Total for Labour 1,540.31

4,539.92

Other costs

Add for Lab, consultantss 5% 227.00Add for conducting test, design accuracy..etc 2% 90.80

Add for Concrete Mixer , batcheer, vibrators 2% 90.80

Add for Hire of Piling rigs, steel casing cariageof material 16% 726.39

Repair and replace cost of parts, concrete for casinf pile cap 3% 136.20

Sundries 1.50% 68.10


2,020.26

6,560.18

Rate per Rm Rm 10 656.02

Bored Piles for 300mm for 20m length

Details for bored Pile, providing and installaton of Cast insitu Pile

Material

Cement Kg 479 - -

Aggregates Cum 1.32 1,060.80 1,400.26

Sand Cum 0.66 928.20 612.61

rebars @2% steel Kg 200 6.29 1,257.80

Bentonite slury t 0.14 8,000.00 1,128.00

Cost of material 4,398.66

Labour for Boring

Skilled each 0.75 292.50 219.38


Unskilled each 0.75 175.50 131.63

helper each 3 175.50 526.50

Labour for concreting -Skilled each 0.15 292.50 43.88


Unskilled each 2 175.50 351.00

helper each 1.15 175.50 201.83

Total for Labour 1,719.90

6,118.56

Other costs

Add for Lab, consultantss 5% 305.93

Add for conducting test, design accuracy..etc 2% 122.37

Add for Concrete Mixer , batcheer, vibrators 2% 122.37

Add for Hire of Piling rigs, steel casing cariageof material 22% 1,330.79

Repair and replace cost of parts, concrete for casinf pile cap 3% 152.96

Sundries 1.50% 91.78


Total of other cost 3,043.999,162.55

Rate per Rm Rm 20 458.13

Details for Under reamed Pile, providing and installaton of csat insitu single inder reamed pile of Specified Dia sauy 300mm 10mlong


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Water supply

15 mm dia G.I. pipe for 10 m length RM

Materials Components

Pipe cost + Add 20% extra for fittings RM 12.00 80 960.00

Carriage cost Ton 0.0152 1000 15.24

Total cost for Materials 975.24

labour Component

Foreman (Skilled Labour) Nos 0.15 225 33.75

Plumber (Semi Skilled) Nos 1.20 150 180.00

Helper (unskilled labour) Nos 1.20 110 132.00


Other Component

2.00% 26.42


add for water Charges 1.00% 13.21


Add overhead and CP 15% 15.00% 198.15

Amount for 10 M Length RM 10.00 1598.40

Total Cost for 1 RM RM 159.84






labour Component





Other Component

2.00% 27.55












labour Component





Other Component

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. (InternalWork) Exposed wall

Add for Clamps, white lead, hemp, cement, sand grit, oil, woodenplugs, screws ect


Add f Cl hit l d h t d it il d


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labour Component





Other Component

2.00% 28.97












labour Component





Other Component

2.00% 29.83









Pipe cost + Add 20% extra for fittings RM 12.00 80 960.00Carriage cost Ton 0.0629 1000 62.88


labour Component





Other Component

2.25% 34.81









48/58

15 mm dia G.I. pipe (Concealed) for 10 m length RM




Painting for pipe Litre 0.0750 0.00

Cement plaster 1:4

Cement Q 0.0410 0.00

Sand Cum 0.0115 0.00


labour ComponentFor cutting Nos 0.95 225 213.75

Belder(Semi Skilled)

For fixing




For Painting

Painter (Semi Skilled)) Nos 0.50 150 75.00

For Plastring

Mason (Skilled Labour) Nos 0.20 225 45.00

Belder(Semi Skilled) Nos 0.20 150 30.00


Other Component

4.00% 67.39

Add for white lead, hemp, ballies and planks 4.00% 67.39

Scaffolding/ladders for concreting & plaster wherever required 2.00% 33.69







20 mm dia G.I. pipe (Concealed) for 10 m length RM




Painting for pipe Litre 0.0900 0.00

Cement plaster 1:4

Cement Q 0.0410 0.00

Sand Cum 0.0115 0.00


labour Component

For cutting Nos 0.95 225 213.75

Belder(Semi Skilled)

For fixing

Foreman (Skilled Labour) Nos 0.15 225 33.75Plumber (Semi Skilled) Nos 1.40 150 210.00


For Painting

Painter (Semi Skilled)) Nos 0.50 150 75.00

For Plastring

Mason (Skilled Labour) Nos 0.20 225 45.00

Belder(Semi Skilled) Nos 0.20 150 30.00


Other Component

4.00% 79.25

Add for white lead, hemp, ballies and planks 4.00% 79.25

Scaffolding/ladders for concreting & plaster wherever required 2.00% 39.63

contingencies and sundries 3.00% 59.44add for water Charges 1.00% 19.81


Add for Chisels for cutting chases, carriage of paint, cost ofbrushes, sand paper etc.

Add for Chisels for cutting chases, carriage of paint, cost ofbrushes, sand paper etc.


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Damp Proof course

Providing and laying damp proof course

40 mm thick with cement concrete

1:2:4(1 cement:2course sand:4graded

stone aggregate) 12.5 mm nomonal

size

Details of cost of 12 SQM

Materials

Stone aggregate 12.5 mm graded Cum 0.45 600 270.60

Coarse sand Cum 0.23 700 157.50Cement Tonne 0.15 3200 491.20

Labour

Mason each 0.6 150 90.00

Beldar each 0.55 80 44.00


Waterman each 0.05 80 4.00

coolie each 0.55 80 44.00

Total 1,113.30

66.80

1,180.10


1,215.50

Add for Contractor's profit and 182.33overheads @ 15%

1,397.83

Add for water and Electricity charges @1.5% 20.97

Cost of 12 SQ.Mt. 1,418.79

Cost of 1 Sq. mt 118.23

DISMANTALLING & DEMOLISHING WORKS

Brick masonary CUM

Detail cost for 1 cum

Foreman Nos. @ Rs. 0.10 351 35.10

Mazdoor (M) Nos. @ Rs. 0.95 117 111.15

Mazdoor (F) Nos. @ Rs. 0.85 117 99.45

Watchman Nos. @ Rs. 0.10 117 11.70

Total 257.40

Add for hammer & chisselles etc @ 2% 5.15

262.55

Add for contingencies & sundries @ 3% 7.88

270.42Add for CP & O.H.@ 15% 40.56

cost for 1 cum 310.99

Say Rs. 248.00

PCC CUM


Foreman Nos. @ Rs. 0.05 351 17.55

Beldar Nos. @ Rs. 1.50 117 175.50

Coolie Nos. @ Rs. 0.80 117 93.60

TOTAL 286.65


300.98

Add for contingencies & sundries @ 3% 9.03310.01

Add for CP & O.H.@ 15% 46.50

cost for 1 cum 356 51


Dismantalling ,breaking and demolition of all existing buildingstructures at all levels

along with foundation,including dismantalling ofdoors,windows,plumbing,sanitary and

electrical fittings,fixtures etc.stacking the usable materials within thesite.


50/58

RCC Works CUM


Foreman Nos. @ Rs. 0.05 351 17.55

Beldar Nos. @ Rs. 2.40 117 280.80

Watchman Nos. @ Rs. 0.05 117 5.85

Coolie Nos. @ Rs. 0.80 117 93.60

TOTAL 397.80


405.76


Add for CP & O.H.@ 15% 62.69


Stone masonary SQM


Foreman Nos. @ Rs. 0.10 351 35.10

Beldar Nos. @ Rs. 1.23 117 143.91

Coolie Nos. @ Rs. 0.92 117 107.64

Watchman Nos. @ Rs. 0.10 117 11.70

298.35


307.30


Add for CP & O.H.@ 15% 47.48



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False ceiling

For 103.79 Sqm

Material component

12.5 mm thk Gypsum board Sqm 109 200 21,800.00

RM 240 25 6,000.00

Perimeter channels RM 42 20 840.00

Intermediate channel RM 91.5 20 1,830.00

Strap hangers Each 11 10 110.00

Connecting Clips Each 190 2 380.00

6mm dia nuts and bolts 10 nos 2.2 150 330.00

Soffit cleats Each 75 5 375.00

25mm long driveall screws 10 Nos 100 10 1,000.00

Joint filler Kg 24 5 120.00

Joint Finisher Kg 35 5 175.00

Joint Tape Roll 1.5 35 52.50

12mm dia 40mm long with 6mm dia bolt-fastners Each 75 5 375.00

Total Material Cost 33,387.50

Labour Component

Assembly the structure and fixing tiles

Fore man Each 5 225 1,125.00

Carpenter Each 35 150 5,250.00

Helper Each 70 110 7,700.00Total Labour component 14,075.00

47,462.50

other cost

Carriage of material and scaffolding 2% 949.25

add for Rawl plugs.. Etc 3% 1,423.88

Add for cutting channels , angle iron..etc 5% 2,373.13

Sundries and conti.. 3% 1,423.88

OH and C.P 15% 7,119.38


Cost per Sqm 103.79 128.04

Provide and fix 12.5 mm Gypsum board false ceiling confirming toIS 2095.

Providing and fixing false ceiling of Gypsum ceiling board 12 mmthick conforming to IS

2095 of India gypsum company which includes fixing G.I.perimeterchanel of size 20 mm

flange x 27 mm web x 30 mm flange x 0.55 mm thk along theperimeter of ceiling wall, M.S.

coach screws at 610 mm c/c .; suspending G .I. Intermediate

channel of size 15 mm flange x45 mm web x 15 mm flange x 0.9 mm thk. suspended from thesoffit @ 610 x 1220 mm c/c

with G.I. ceiling angle of 25 mm width x10 mm x 0.55 mm thick @610 x 1220 mm c/c fixed

to soffit with G.I.soffit Cleat with M.S. coach screw & T.W. plug ;Ceiling section of 0.55

mm.thickness having knurled web of 51.5 mm & two flanges of 26mm each with lips of 10.5

mm connected with the help of connecting clips 2.64 mm thk. andin direction perpendicular

to the intermediate channel at 457 mm c/c. gypsum board fixed tointermediate ceiling

section by means of 25 mm long M.S. self tapping screws at 230mm c/c. Screw fixing is

done mechanically either with screw driver or drilling machine withsuitable

attachment.Finally the boards are to be jointed and finished so asto have a flush look which in

edges of the boards with jointing compound &' paper tape.The falseceiling shall be painted

with one coat of primer & two coats of oil bound distemper whitecoloured paint

Ceiling Section - G.I. ceiling angle of 25 mm width x10 mm x 0.55mm thick


52/58


53/58

Painting with Acrylic Emolsion

MaterialPaint Ltrs @ Rs. 1.25 150 187.50Primer Ltrs @ Rs. 1.00 110 110.00

297.50

Painter Nos. @ Rs. 1.00 225 225.00Belder Nos. @ Rs. 1.00 150 150.00

375.00

672.50

Add for carriage of mateial, brushessand paper, putty etc @ 10% 10% 67.25Add for Scaffolding @ 1% 1% 6.73Add for Contingencies 3% 3% 20.18Add for W.C. & Electricity @ 1.5% 1.5 1,008.75Add for CP & O.H.@ 15% 15% 100.88Cost per 10sqm 1,203.78Cost per sqm 10 120.38

WATER PROOFING CEMENT PAINT

MATERIALS

Water proofing

cement paint kg @ Rs. 5.00 280.5 1,402.50

LABOUR

Painter Nos. @ Rs. 0.60 263.25 157.95Helper Nos. @ Rs. 0.60 117 70.20Waterman Nos. @ Rs. 0.10 128.7 12.87

241.02

Material + labour 1,643.52

other costAdd for sand paper putties etc @ 6% 6% 98.61Add for Scaffolding @ 1% 1% 16.44Add for Contingencies 3% 3% 49.31Add for W.C. & Electricity @ 1.5% 1.50% 24.65Add for CP & O.H.@ 15% 15% 246.53

435.53Cost per 10sqm 10 2,079.05Cost per sqm 207.91

P&L APEX EXTERIOR PAINT

MaterialPaint Ltrs @ Rs. 1.25 234.6 293.25Primer Ltrs @ Rs. 1.00 153 153.00

446.25Labour

Painter Nos. @ Rs. 1.00 263.25 263.25Belder Nos. @ Rs. 0.60 146.25 87.75Waterman 0.10 128.7 12.87

363.87

810.12

Add for carriage of mateial, brushessand paper, putty etc @ 10% 10% 67.25Add for Scaffolding @ 1% 1% 6.73Add for Contingencies 3% 3% 20.18Add for W.C. & Electricity @ 1.5% 1.5 1,008.75Add for CP & O.H.@ 15% 15% 100.88Cost per 10sqm 1,203.78Cost per sqm 10 120.38


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Bollard Fixing

12 Nos

Fitter Each 1 292.5 292.50

Beldar Each 1 146.25 146.25

438.75

other cost

Add for Sundries & Contingencies @ 3% 3% 13.16Add for tools and tackles 1.50% 6.58OH and CP 15% 65.81

85.56

524.31

Cost per each Nos 12 43.69

emulsion pre constructional anti

Material

Chloropyriphos 20% EC required Ltr 0.2 -

Labour

Drilling and injecting chemical SQM 1 -emulsion

Total -

Add for water charges @1% 1% -Add for Contractor's profit and 15% -overheads @ 15% -Cost per sqm -

RAINWATER HARVESTING PVC PIPE LAYING

Providing and fixing of PVC/CI Pipe encased in Concrete

for 30 Rm

Material

Cum 8.5 115.56 982.26

Cum 13.5 963.90 13,012.65

Cum 6.25 2,056.33 12,852.05

mt 0.51 6.29 3.21

sqm 28 134.08 3,754.18

Rm 33 165.00 5,445.00

36,049.35

Labour for Pipe laying

Masons Each 1.75 234 409.50

Mate Each 2 175.5 351.00

Total for labour 760.50

Material and labour cost 36,809.85

Other costAdd for Sundries & Contingencies @ 3%

Rate Analysis Rosa-With 13% Statutory

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Transcript of Rate Analysis Rosa-With 13% Statutory