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Data SheetRATE ANALYSIS (ROAD WORK) - SSR 2010-11

S.No. Description of item Unit Qty Rate Amount

1 Clearing and Grubbing Road Land

By Machanical Means

In area of non Throny Jungle (Light Jungle)

Out put = 1 Hectare

a) Labour

Mate day

Mazdoor (un-skilled) day 4.16 196.00 815.36

b) Machinery hour 10.00 1654.80 16548.00

Tractor with trolley 3t hour 1.00 345.00 345.00

Total 17708.36

c) 3187.50

Rate for hectare 20895.86

Deduct VAT @4.00% -708.3320187.53

Rate per 10 Sqm = (a+b+c)/1000 20.19

2

Taking Out put = 100 Cum

Clearing and grubbing road land including uprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stackingof serviceable material to be used or auctioned, upto a leadof 1000 m including removal and disposal of top organic soilnot exceeding 150 mm in thickness as per TechnicalSpecification Clause 201 MORD including overhead&Contractor profit but excluding VAT .

Dozer D-50 with attachment or suitable machinery forremoval of trees & stumps

Over head charges & Contractors profit @ 18.00%on (a+b)

Construction of embankment with material obtainedfrom road way cutting by using Machinery

Construction of embankment with approved materialsdeposited at site from roadway cutting and excavation from

drain (not exceeding 0.6 m depth) and foundation of otherstructures graded and compacted to meet requirement ofTables 300.1 and 300.2 as per Technical SpecificationClause 301.5 MORD including overhead & Contract profitbut excluding VAT

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Data SheetS.No. Description of item Unit Qty Rate Amount

Deduct VAT @4.00% -290.73

8285.83

Rate per cum 82.86

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3

Unit = cum

Taking output = 100 cum

a) Labour

Mazdoor (Unskilled) day 1.04 196.00 203.84

b) Machinery

Machinary rate Cum 100.00 13.00 1300.00

Tipper 5.5cum with 10T capacity hour 4.50 588.17 2646.77

Dozer D50 for spreading @ 200 cum per hour hour 0.50 1,654.80 827.40

Tractor with Grader @ 25 cum per hour hour 4.00 345.00 1380.00

Water tanker 6 KL capacity hour 2.00 345.00 690.00Vibratory Roller 80-100 KN @100cum per hour hour 1.00 1596.35 1596.35

c) Material

Add seignorage charges Cum 100.00 22.00 2200.00

108.44

d) Add 18.00 % for Over head charges & Contractors profit 19.52

127.96

Deduct VAT @4.00% -4.34

Rate per cum 123.62

4 Gravel / Soil - Aggregate Base (Table 400.2) Grading C

Taking out put = 300 cum

a) Labour

M d (Skill d) d 2 40 196 00 470 40

Construction of Embankment with MaterialObtained from Borrow pits by Machinery

Construction of embankment with approved materialobtained from borrow pits with all lifts, transporting to site,spreading, grading to required slope and compacting tomeet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5MORD including overhead charges & Contractor profit, Butexcluding VAT

Basic rate of formation of road with borrow soilsper Cum

Construction of granular sub-base by providing well gradedmaterial, spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method withrotavator at OMC, and compacting with three wheel 80-100kN static roller / Vibratory Roller 80-100 kN capacity to

achieve the desired density, complete as per TechnicalSpecification Clause 402 MORD, including overheadcharges & Contractor profit, But excluding VAT

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a) Basic rate of Granular sub base cum 165.80c) Add 18.00 % for Over head charges & Contractors profit 29.84

Deduct VAT @4.00% -6.63

Rate per cum 189.015 WBM Grading 2 (using Graded Metal)

By Manual means


a) Labour

Mazdoor (Skilled) day 12.08 196.00 2367.68Masdoor (unskilled) day 250.00 196.00 49000.00

b) Machinery

Vibratory Roller 80-100 KN @60cum per hour hour 6.00 1596.35 9578.10

Water tanker 6kl capacity hour 24.00 345.00 8280.00

c) Material (Total Qty 435.60 Cum)

Cum 217.80 471.30 102649.14

Cum 200.38 611.30 122492.29

Cum 17.42 956.30 16658.75

Stone Screening

cum 86.40 524.13 45284.83

cum 28.80 269.50 7761.60

Basic rate for 360 Cum 364072.39

Rate per Cum 1011.31

d) Over head charges & Contractors profit @ 18.00% 182.04

e) Deduct VAT @4.00% -40.45

Rate per cum 1152.90

6 WBM Grading 3 (using Graded Metal)

Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN instages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices ofcoarse aggregate, watering and compacting to the requireddensity grading 2 as per Technical Specification Clause 405

MORD . For compacted thickness of 75 mm, includingoverhead charges & Contractor profit, But excludingVAT

60-63 mm IRC HBG Metal (50% of 435.60 cum)



Type B 11.2 mm forGrading 2 @ 0.18 / 0.20 cum/10sqm

Binding Material @ 0.06 cum per 10 sqm forGrading 2 material

(i) Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness hand

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b) Machinery

Vibratory Roller 80-100 KN @60cum per hour hour 6.00 1596.35 9578.10

Water tanker 6kl capacity hour 24.00 345.00 8280.00

c) Material (total Qty of Metal 435.60 Cum)

Cum 357.19 734.13 262223.89

Cum 78.41 1165.38 91377.45

Stone Screening

cum 86.40 269.50 23284.80

Binding MaterialBasic rate for 360 Cum 446111.92

Rate per Cum 1239.20

d) Over head charges & Contractors profit @ 18.00% 223.06

Deduct VAT @4.00% -49.57


7 Wet Mix Macadam

By Mechanical Means with 1 km lead

By Machanical Means

A Rural Works


a) Labour

Dresser (skilled) for alignment day 8.00 232.00 1856.00

Mazdoor (Skilled) day 2.40 196.00 470.40

b) Machinery

Front end loader 1 cum capacity hour 4.00 1320.00 5280.00

Wet mix plant (Pug Mill) hour 4.00 1320.00 5280.00

Ti d (10 t) C it h 5 00 588 17 2940 85

40-45 mm IRC HBG M/c Metal ( 82% of 435.60 Cum)

19-22.40 mm IRC HBG M/c Metal ( 18% of 435.60cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm(rate of 2.36 mm & below)

Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the material with water at OMC in mechanicalmixer (Pug Mill), carriage of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a wellprepared sub-base and compacting with smooth wheelroller of 80 to 100kN / Vibratory Roller 80-100 kN weight toachieve the desired density including lighting, barricadingand maintenance of diversion, etc as per Tables 400.11 &400.12 and Technical Specification Clause 406 MORD .

including overhead charges & Contractor profit, Butexcluding VAT

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e) Over head charges & Contractors profit @ 18.00% 210.40

Deduct VAT @4% -46.76


8 Cement Concrete Pavement

and technical specifications clause 1501 of MORD

Unit = cum

Taking output = 75cum (172.50 t)

(100x3.75 x 0.200)a) Labour

Mason (1st class) day 5.00 250.00 1,250.00

Mason (2nd class) day 5.00 232.00 1,160.00

Mazdoor (unskilled) day 150.00 196.00 29,400.00

Mazdoor(skilled) day 6.00 196.00 1,176.00

Surveyor day 2.00 232.00 464.00

Construction of un-reinforced, dowel jointed atexpension and construction joint only, plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per clause 1501.22 M30(Grade), course andfine agregates conforming to IS:383 maximum size of

course agregate not exceeding 25mm, mixed in aconcrete mixer of not less than 0.2cum capacity andappropriate weigh batcher using approved mix design,laid in approved fixed side form work (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form workas per drawing), spreading the concrete with shovels,rakes, compacted using needle, screed and platevibrators and finished in continous operation including

provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approachs to bridge/culvert andconstruction joint, admixtures as approved, curing ofconcrete slabs for 14 days, curing compound (wherespecified) and water finishing to lines and grade asper drawing and technical

specification clause 1501.22 including overhead charges &Contractors profit but excluding VAT.

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b) Machinery

Hour 36.00 345.00 12,420.00

Needle vibrator Hour 9.00Screed vibrator Hour 9.00 40.00 360.00

Plate vibrator Hour 9.00 40.00 360.00

Water tanker 6 Kl. Capacity Hour 5.00 345.00 1,725.00

Air compressor ( 1hour initial + 1 hour final) Hour 2.00 370.00 740.00

15,605.00

c) Material

(I)

20mm Cum 44.55 1156.68 51,530.09

10mm Cum 22.95 800.43 18,369.87

(ii) cum 33.75 204.00 6,885.00

(iii) Cement @ 325 Kg/cum of concrete t 24.38 3200.00 78,000.00

(iv) Polythene sheet 125 micron sqm 412.5 15.00 6,187.50

(v)

Kg 117.6 32.50 3822

Bitumen primer @ 200ml. Per joint for 23 joints t 0.01 31938.74 159.69

Bitumenous sealant 800 ml. Per joint for 23 joints Litre 19.00 36.00 684.00

Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 450.00

m 90.00 9.00 810.00

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by weight of cement Litre 122.00 58.00 7076.00

Curing compound (if used) @ 0.33 litre per sqm Litre 131.25 58.00 7612.50

Joint filler board 20mm thick as per IS:1838 sqm 3.00 732.00 2196.00

(4x3.75x0.200 = 3 sqm)

184024.16

234187.16

(d) Form work @ 3% on (a+b+c) 7025.61

Cost for 75 cum = a+b+c+d 241212.77

Rate per Cum = (a+b+c+d+e)/75 3216.17

(e)578 91

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) withweight batcher and suitable capacity calibrated water tank

Crushed stone coarse aggregates, grading will be as perclause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long20 Nos. at culvert/bridge slab and at construction joiontincluding 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m= 117.6 kg.

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm(thick) cut-out of rubber fillter board of similar materialincluding 5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) andtight fit including 5 per cent wastage

Over head charges & contracots profit @ 18.00% on( )

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9 iii

Unit = sqm

Taking output = 1750 sqm

Mate day -


b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 290.00 406.00

Air compressor 210 cfm hour 1.400 370.00 518.00

Emulsion pressure distributor @1750 sqm per hour hour 1.000 690.00 690.00

c) Material

Bitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.480 23216.27 11143.81

Cost of 1750 sqm = (a+b+c+d+e) 12909.65

Rate per sqm = a+b+c+d+e/1750 7.38

(e) 1.33

Deduct VAT @ 4% -0.30

8.4110 Semi-Dense Bituminous Concrete

Unit = cum

Taking output = 195 cum (450 tonnes) -

a) Labour

Mate day

day 14.000 146.00 2044.00

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated withprimer & cleaned with Hydraulic broom as per TechnicalSpecification Clause 503 MORD.including overheadcharges & Contractors profit but excluding VAT.

a) Labour

d,e)Over head charges & contracots profit @ 18.00% on(a+b+c+d)

Providing and laying semi dense bituminous concrete with40-60 TPH batch type HMP producing an average output of37.5 tonnes per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 4.5 to 5 per

cent of mix and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control tothe required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 508complete in all respects, including overhead charges &Contractors profit but excluding VAT.

Mazdoor (Unskilled) working with HMP, mechanical broom, paver,roller, asphalt cutter and assistance for setting out lines, levels andlayout of construction

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ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 20.25 tonnes

Weight of aggregate = 450-20.25 = 429.75 tonnes

Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 286.5 cum

13.2 - 10 mm20 per cent cum 57.300 800.43 45864.64

10 - 5 mm 38 per cent cum 108.870 727.88 79244.30

5 mm and below 40 per cent cum 114.600 401.63 46026.80

/MT 8.620 3200.00 27584.00

Cost for 195 Cum(a+b+c) 1064849.87

Cost per 1Cum 5460.77

d&e) Overheads & Contractors Profit @ 18.00% 982.94

Deduct VAT @ 4% -218.43

Rate per cum = (a+b+c+d+e)/195 6225.28

11

Unit = sqm

Taking output = 9000 sqm -

Mate


Mazdoor skilled day 2.440 146.00 356.24

b) Machinery

Mechanical broom @ 1250 sqm/hr. hour 7.200 290.00 2088.00

Air compressor 250 cfm hour 7.200 370.00 2664.00

Hydraulic self propelled chip spreader @ 1500 sqm/hr. hour 6.000 2070.00 12420.00

hour 6.000 575.00 3450.00

Front end loader 1 cum bucket capacity hour 6.000 1320.00 7920.00

Bitumen pressure distributor @1750 sqm/hr hour 6.000 940.00 5640.00

Smooth wheeled roller 8 Ton hour 6.000 540.00 3240.00

c) Material

Bitumen 60/70 @0.75 Kg/sqm MT 6.750 31938.74 215586.50

Crushed stone chippings 6 mm nominal size @0.004 cum/sqm cum 36.000 646.63 23278.68

Filler @ 2 per cent of weight of aggregates.(Cement)

Providing and laying surface dressing in single coat using 6mm nominal size IRC HBG machine crushed stoneaggregates @ 0.004 cum / sqm on a layer of bitumen binderof 80/100 grade @ 0.75 kg / sqm laid on prepared surfaceand rolling with 8-10 T Power Road Roller etc., complete for

finished item of work as per MORT Specification 510 (4thRevision) and as directed by the Engineer-in-charge,including overhead charges & Contractors profit butexcluding VAT.

a) Labour

Tipper 10Tonne capacity for carriage of stone chips from stock pileon road side to chip spreader

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RATE ANALYSIS AS PER MORD

15 Excavation of structures:

1 Ordinary soil(I) Upto 3 m. depth

Unit = cum

Taking outpuot = 10 cum

(a) Labour

Mate day 0.32 188.00 60.16

Mazdoor unskilled day 8.00 146.00 1168.00

Seignorage charges 200.00

(b) Over head charges & contracots profit @ 16.50% 235.65

1663.81


cost for 10 cum = a+b+c 1606.68

Rate per cum = (a+b+c)/10 160.67

16

I. P.C.C grade M 10

(i) Nominal mix 1:3:6

Unit = cum

a) Material

Cement T 0.250 4,500.00 1,125.00

Coarse sand cum 0.480 204.00 97.92

40 mm aggregate cum 0 576 725 43 417 85

Earth work in excavation for structures as per drawingand technical specifications clause 305.1 including

settling out construction of shoring and bracing, removalof stumps and other deleterious material and disposalupto a lead of 50m, dressing of sides and bottom andback filling in tranches with excavated suitable materialas per clause 300 (1) of MORD including 12.5%overhead charges & Contractors profit but excludingVAT.

Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 as perclause 800 & 1200 (1) of MORD including 12.5%overhead charges & Contractors profit but excludingVAT.

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d) Over head charges & contracots profit @ 16.50% 412.80

Rate per cum = a+b+c+d 2,914.59

Deduct VAT @4% -100.07Rate per cum = (a+b+c+d+e) 2814.52

17

I. P.C.C grade M 10

(i) Nominal mix 1:3:6

Unit = cum

a) Material

Cement T 0.250 4,500.00 1,125.00

Coarse sand cum 0.480 204.00 97.92

40 mm aggregate cum 0.576 725.43 417.85

20 mm aggregate cum 0.288 1,156.68 333.13

10 mm aggregate cum 0.096 800.43 76.85

b) Labour

Mate day 0.08 188.00 15.04

Mason (1st Class) day 0.10 206.00 20.60


Bhisti day 0.27 146.00 39.42

c) Machinery

hour 0.40 345.00 138.00

2,501.79

d) 250.18

2,751.97

e) Over head charges & contracots profit @ 16.50% 454.08

3206.05


Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 forBody

Walls including 12.5% overhead charges & Contractorsprofit but excluding VAT.

Mechnical concrete mixer 0.4/0.28 cum capacity fitted withwater measuring device and preferably also with load cell.

Formwork @ 10% on cost of material, labour andmachinery (a+b+c)

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(3 pipes of 2.5 m. length each)

(A) 600mm dia

a) Labour

Mate day 0.05 188.00 9.40

Mason (1st Class) day 0.15 206.00 30.90Mazdoor (Unskilled) day 1.20 146.00 175.20

215.50Deduct 20% for 600mm dia -43.10

172.40

b) Material

Sand at site cum 0.024 204.00 4.90

Cement at site t 0.018 4,500.00 81.00

RCC Pipe NP3 concrete pipe m 7.50 2,154.06 16,155.45

RCC NP3 Collars Nos 2.00 340.08 680.16

Conveyance charges (65 km) rmt 7.50 190.80 1,431.00

Cost of 7.5m. = a+b 18,524.91

c) Over head charges & contracots profit @ 16.50% 3056.61

Cost of 7.50 mt 21581.52

Rate per Mt 2877.54


Rate per Rmt 2778.74

19

Unit = m

Taking output = 7.5m

(3 pipes of 2.5 m. length each)(B) 1000mm dia

a) Labour

Mate day 0.09 188.00 16.92

Mason (1st Class) day 0.25 206.00 51.50Mazdoor (Unskilled) day 2.00 146.00 292.00

b) Material

Providing and laying reinforced cement concrete pipeNP3 as per design in single row.

Providing and laying reinforced cement concrete pipe NP3 forculverts on first class beeding of granular material in single

row including fixing collar with cement mortor 1:2 butexcluding excavation, protection works, backfilling, concreteand masonary works in head walls and parapets as perclause 1106 and as per cluase 1100 of MORD including12.5% overhead charges & Contractors profit but excludingVAT.

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20

Unit = t

a) Material

HYSD bars including 5% for overlaps and wastage t 1.05 45,000.00 47,250.00

Binding Wire kg 6.00 44.80 268.80

b)

Mate day 0.40 188.00 75.20

Blacksmith day 2.00 188.00 376.00Mazdoor (Unskilled) day 6.00 146.00 876.00

48,846.00

c) Over head charges & contracots profit @ 16.50% 8,059.59

Rate per t = a+b+c 56905.59

Deduct VAT @4% -1953.84

Rate per MT 54951.75

21

Unit = cum

a) Material

Cement t 0.33 4,500.00 1,485.00

Sand cum 0.45 204.00 91.80

40mm aggregate cum 0.36 725.43 261.16

20mm aggregate cum 0.36 1,156.68 416.4110mm aggregate cum 0.18 800.43 144.08

b) Labour

Mate day 0.08 188.00 15.04

Mason (1st Class) day 0.10 206.00 20.60Mazdoor (Unskilled) day 1.63 146.00 237.98Bhi ti d 0 27 146 00 39 42

Supplying, fitting and placing HYSD bar reinforcement infoundation complete as per drawings and technicalspecification clauses 1000 and 1202 and as per clause 1000& 1200 of MORD including 12.5% overhead charges &

Contractors profit but excluding VAT.

Labour for cutting, bending, shiting to site, tyingand placing in position

Plain/reinforced cement concrete in substructurecomplete as per drawings and technical specification clause802, 804, 805, 806, 807, 1202, 1204 as per clause 800 ofMORD including 12.5% overhead charges & Contractorsprofit but excluding VAT.

PCC Grade M20 (1:2:4) Nominal Mix as per 800 (iii) ofMORD upto 5m height

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Rate per cum = (a+b+c+d+e) 3526.24

22

Unit = cum

a) Material

Cement t 0.404 4,500.00 1,818.00

Coarse Sand cum 0.45 204.00 91.80

20mm aggregate cum 0.54 1,156.68 624.61

10mm aggregate cum 0.36 800.43 288.16

b) Labour

Mate day 0.08 188.00 15.04

Mason (1st Class) day 0.12 206.00 24.72Mazdoor (Unskilled) day 1.73 146.00 252.58Bhisti day 0.27 146.00 39.42

c) Machinery

hour 0.40 345.00 138.00

3,292.33

d) 329.23

3,621.56


Rate per cum = a+b+c+d+e 4,219.12



23

Unit = t

a) Material

Plain/reinforced cement concrete in substructure completeas per drawings and technical specification clause 802, 804,

805, 806, 807, 1202, 1204 upto 5m height

RCC grade M25 as per clause 800 (vi) of MORD including12.5% overhead charges & Contractors profit butexcluding VAT.

Mechnical concrete mixer 0.4/0.28 cum capacity fittedwith water measuring device and preferably also withload cell.

Form work @ 10% on cost of material labour andmachinery (a+b+c)

Supplying, fitting and placing HYSD bar reinforcement

(Fe415) in sub structure complete as per drawings andtechnical specification clauses 1002, 1005, 1010 & 1022 asper clause 1000 of MORD including 12.5% overhead charges& Contractors profit but excluding VAT.

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Rate per t = (a+b+c) 55021.18

24

Unit = cum

Taking output = 10 cuma) Material

Filter media as per specification cum 12.00 89.00 1,068.00

b) Labour

Mate day 0.40 188.00 75.20

Mazdoor (unskilled) day 9.00 146.00 1,314.00

Mazdoor (skilled) day 1.00 193.40 193.40Bhisti day 0.50 146.00 73.00

2,723.60

c) Over head charges & contracots profit @ 16.50% 449.39

cost for 10 cum = a+b+c 3,172.99


Rate per cum = (a+b+c)/10 3,064.05

25

Unit = cum

Taking output = 10 cum

I Granular Materiala) Material

Granular Material cum 12.00 72.50 870.00

b) Labour

Mate day 0.28 188.00 52.64

Providing and laying Filter Media with granular crushedaggegates as per specification to a thickness of not less than

600mm with smaller size towards the soil and bigger sizetowards the wall and providing over the entire surface behindabutment, wing wall, return wall to the full height, compactedto firm condition complete as per drawing and technicalspecificaitn clause 1204.3.8 as per clause 1200 of MORDincluding 12.5% overhead charges & Contractors profit butexcluding VAT.

Back filling behind abutment, wing wall and return wallscomplete as per drawings & technical specification clause1204.3.8. as per clause 1200 (1) of MORD including 12.5%overhead charges & Contractors profit but excluding VAT.

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Unit = m

Taking output = 1m

Assume wall thickness = 345mm

Quantity = 1 x 0.395 x 0.150 = 0.059

PCC M20 Grade (1:2:4) nominal mix

a) Material

Cement t 0.33 4,500.00 1,485.00

Sand cum 0.45 204.00 91.80

40mm aggregate cum 0.36 725.43 261.16

20mm aggregate cum 0.36 1,156.68 416.4110mm aggregate cum 0.18 800.43 144.08

b) Labour

Mate day 0.08 188.00 15.04


c) Machinery

hour 0.40 345.00 138.00

2,849.49

d) 113.98

2,963.47

Rate per Cum = a+b+c+d+e 2,963.470

cost for 1Cum = a+b+c+d+e 2963.47

Rate per 1Mt= (a+b+c+d+e) 0.06 2963.47 174.85

17.49

192.34

Over head charges & contracots profit @ 16.50% 31.74


Rate per Rmt 216.39

27

Projection of the coping will be 25mm wide on both sideof the wall = 345 +50 = 395mm


Form work @ 4% on cost of material labour andmachinery (a+b+c)

Add 10% extra of cost of above being architecturalcoping

Providing and laying reinforced cement concrete in superstructure as per drawings and technical specificationsclauses 800 1205 4 and 1205 5 and 800 (ii) of MORD

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Bhisti day 0.27 146.00 39.42

331.76

c) Machinery

hour 0.40 345.00 138.00

Rate per cum = a+b+c 3,274.33

d)

Height upto 5m 20% of (a+b+c) 654.87

3,929.20


Rate per cum = a+b+c+d+e 4,577.52



28

RCC grade M30

Unit = cum

a) Material

Cement t 0.430 4,500.00 1,935.00

Sand cum 0.45 204.00 91.80

20mm aggregate cum 0.54 1,156.68 624.61

10mm aggregate cum 0.36 800.43 288.16

b) Labour 2,939.57

Mate day 0.08 188.00 15.04


Rate per cum= a+b 331.76c) Machinery

hour 0.40 345.00 138.00

d) 3,409.33


For Form work and staging add the followingpercentage of (a+b+c)

Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical

specificatigon clause 800,1205.4 and 1205.5 and 800 (iii) ofMORD including 12.5% overhead charges & Contractorsprofit but excluding VAT.


For Form work and staging add the followingpercentage of (a+b+c)

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29

Unit = t

a) Material

HYSD Bars inclduding 5% for lapse and wastage t 1.050 45,000.00 47,250.00

Binding Wire kg 8.000 44.80 358.40

b)

Mate day 0.44 188.00 82.72

Blacksmith day 3.00 188.00 564.00Mazdoor (Unskilled) day 8.00 146.00 1,168.00

49,423.12

c) Over head charges & contracots profit @ 16.50% 8,154.81

Deduct VAT @4% -1976.92Rate per t = (a+b+c) 55601.01

30

Unit = cumi a) Material

Cement t 0.430 4,500.00 1,935.00

Sand cum 0.45 204.00 91.80

20mm aggregate cum 0.54 1,156.68 624.61

10mm aggregate cum 0.36 800.43 288.16

b) Labour

Mate day 0.08 188.00 15.04Mason (1st Class) day 0.12 206.00 24.72Mazdoor (Unskilled) day 1.73 146.00 252.58Bhisti day 0.27 146.00 39.42

c) Machinery

hour 0 40 345 00 138 00

Supplying, fitting and placing HYSD Bars reinforcement insuperstructure complete as per drawing and technicalspecificaitons clauses 1002, 1010 and 1202 as per clause1000 of MORD including 12.5% overhead charges &

Contractors profit but excluding VAT.

Labour for cutting, bending, shiting to site, tying

and placing in position

Providing and laying cement concrete Wearing Course M30grade excluding reinforcement complete as per drawing andtechnical specification clauses 800,1206.3 as per clause 800of MORD including 12.5% overhead charges & Contractorsprofit but excluding VAT.

Mechnical concrete mixer 0.4/0.28 cum capacity fittedwith water measuring device and preferably also with

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Rate per cum = a+b+c+d 3,971.87


cost for 1 cum = a+b+c+d 3835.50


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LEAD STATEMENT

Description in Material Initial Unit

1 2 3 4 5 6 7 8 9 10 11 12

1 Gravel 56.00 0.00 0.00 0.00 22.00 5.50 72.50 1.0 Cum

2 Sand for Blindage 60.00 0.00 0.00 0.00 40.00 11.00 89.00 1.0 Cum

3 60-63mm HBG metal 360.00 0.00 70.00 0.00 50.00 8.70 471.30 1.0 Cum

4 50 -55mm HBG Metal 390.00 0.00 70.00 0.00 50.00 8.70 501.30 1.0 Cum

5 40-45mm HBG Metal 500.00 0.00 70.00 0.00 50.00 8.70 611.30 1.0 Cum

6 25-27mm HBG Metal 830.00 0.00 70.00 0.00 50.00 8.70 941.30 1.0 Cum

7 19 - 22mm HBG metal 845.00 0.00 70.00 0.00 50.00 8.70 956.30 1.0 Cum

8 40-45mm HBG M/c Metal 500.00 0.00 70.00 122.83 50.00 8.70 734.13 1.0 Cum 725.43 1006.68 WMM

9 25-27mm HBG Metal 830.00 0.00 70.00 205.33 50.00 8.70 1146.63 1.0 Cum 1137.93 790.18 WMM

10 19 - 22mm HBG metal 845.00 0.00 70.00 209.08 50.00 8.70 1165.38 1.0 Cum 1156.68

11 12-14 mm HBG Metal 690.00 0.00 70.00 170.33 50.00 8.70 971.63 1.0 Cum 962.93 809.13 OGPC

12 9.5-11.2 mm HBG Metal 560.00 0.00 70.00 137.83 50.00 8.70 809.13 1.0 Cum 800.43 890.38 SDBC

13 5-7 mm HBG Metal 430.00 0.00 70.00 105.33 50.00 8.70 646.63 1.0 Cum 637.93 524.13 GrII

14 2.36 -5 mmHBG Metal 234.00 0.00 70.00 56.33 50.00 8.70 401.63 1.0 Cum 392.93 727.88 SDBC

15 Sand for Mortor 175.00 0.00 0.00 0.00 40.00 11.00 204.00 1.0 Cum

16 40 mm HBG Metal-SS5 500.00 0.00 70.00 122.83 50.00 17.40 725.43 1.0 Cum

17 20 mm HBG Chips-SS5 845.00 0.00 70.00 209.08 50.00 17.40 1156.68 1.0 Cum

18 12 mm HBG Chips-SS5 690.00 0.00 70.00 170.33 50.00 17.40 962.93 1.0 Cum

19 10 mm HBG Metal-SS5 560.00 0.00 70.00 137.83 50.00 17.40 800.43 1.0 Cum

20 2.36 mm Below Metal 225.00 0.00 0.00 0.00 50.00 5.50 269.50 1.0 Cum 264.00 WMM

21 Emulsion (SS-1) 21797.01 0.00 CST @ 4% 871.88 22668.89 1.0 MT

22 Emulsion (RS-1) 22323.34 0.00 CST @ 4% 892.93 23216.27 1.0 MT

23 Bitumen 60/70 grade 30710.33 0.00 CST @ 4% 1228.41 31938.74 1.0 MT

24 1000mm Dia NP3 Class 4758.00 0.00 CST @ 4% 190.32 4948.32 Rm

25 1000mm Dia Collar 0.00 814.00 0.00 CST @ 4% 32.56 846.56 Each

26 600mm Dia NP3 Class 1859.00 0.00 CST @ 4% 74.36 1933.36 Rm

27 600mm Dia Collar 0.00 327.00 0.00 CST @ 4% 13.08 340.08 Each

Sl

No.

Name of the

Quarry

Lead in

Km

Conveyanc

e charges

Blasting

Charges

Machine

CrushingCharges

Seignorag

e Charges

Deduct for

stacking

Total

Amount

ayaz data -2010-2011-15.06

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