Rate Analysis of Wt

8/6/2019 Rate Analysis of Wt

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BASES AND SURFACE COURSES (BITUMINO

Item No.

Sr. No. Description Unit

5.2 503 1 Tack Coat

Unit = sqm

Taking output = 3500 sqm

a) Labour

Mate day

Mazdoor day

b) Machinery

Mechanical broom @ 1250 sqm per hour hour

Air compressor 250 cfm hour

Emulsion pressure distributor @ 1750 sqm per hour hour

c) Material

Bitumen emulsion @ 0.20 kg per sqm tonne

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

e) Contractor's profit @ 10 % on (a+b+c+d)

Cost for 3500 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/3500

Add 1% labour cess

5.3 504 2 Bituminous Macadam

Unit = cum

Taking output = 205 cum (450 tonnes)

a) Labour

Mate day

day

Skilled mazdoor for checking line & levels day

b) Machinery

hour

Mechanical broom hydraulic @ 1250 sqm per hour hour

Air compressor 250 cfm hour

hour

Generator 250 KVA hour

Front end loader 1 cum bucket capacity hour

Tipper 10 tonne capacity tonne.km

Ref. toMoRTHSpec.

Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 1.20 kg per sqmon the prepared bituminous/granular surface cleaned withmechanical broom.

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of75 tonnes per hour using crushed aggregates ofspecified grading premixed with bituminous binder,transported to site, laid over a previously prepared su

Mazdoor working with HMP, mechanical broom, paver,roller, asphalt cutter and assistance for setting outlines, levels and layout of construction

Batch mix HMP 100-120 TPH @ 75 tonne per houractual output

Paver finisher hydrostatic with sensor control @ 75cum per hour


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hour

Vibratory roller 8 tonnes for intermediate rolling. hour

hour

c) Material

i) Bitumen@ 3.3 per cent of mix tonne

weight of mix = 205 x 2.2 = 450 tonne

ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 14.85 tonnes

Weight of aggregate = 450 -14.85 = 435.15 tonnes

Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 290.1 cum

*Grading I ( 40 mm nominal size )

37.5 - 25 mm 15 per cent cum

25 - 10 mm 45 per cent cum


5 mm and below15 per cent cum

(i) for Grading I ( 40 mm nominal size )

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

e) Contractor's profit @ 10 % on (a+b+c+d)

Cost for 205 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/205 (For Grading I)

Add 1% labour cess

5.8 509 Bituminous Concrete

Unit = cum

Taking output = 191 cum (450 tonnes)

a) Labour

Mate day

day

day

b) Machinery

Add 10 per cent of cost of carriage to cover cost ofloading and unloading

Smooth wheeled roller 8-10 tonnes for initial breakdown rolling.

Finish rolling with 6-8 tonnes smooth wheeled tandemroller.

Providing and laying bituminous concretewith 100-120 TPH batch type hot mix plantproducing an average output of 75 tonnesper hour using crushed aggregates ofspecified grading, premixed withbituminous binder @ 5.4 to 5.6 per cent ofmix and filler, transporting the hot mix towork site, laying with a hydrostatic paverfinisher with sensor control to the requiredgrade, level and alignment, rolling with

smooth wheeled, vibratory and tandemrollers to achieve the desired compactionas per MORTH specification clause No. 509complete in all respects

Mazdoor working with HMP,mechanical broom, paver, roller,asphalt cutter and assistance forsetting out lines, levels and layoutof constructionSkilled mazdoor for checking line &


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hour

hour

Generator 250 KVA hour

hour

Tipper 10 tonne capacity

hour

hour

hour

c) Material

tonne

ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 22.5 tonnes

Volume of aggregate = 285 cum

* Grading - I-19 mm (Nominal Size)



5 mm and below 40 per cent cum

tonne

or

Grading - II-13 mm (Nominal Size)13.2 - 10 mm30 per cent cum


5 mm and below43 per cent cum

tonne

(i) for Grading-I ( 13 mm nominal size )

Err:509

Err:509


Rate per cum = (a+b+c+d+e)/191

5.8 (ii) for Grading-II(10 mm nominal size)

Err:509

Err:509


Batch mix HMP @ 75 tonne per hour

Paver finisher hydrostatic withsensor control @ 75 cum per hour

Front end loader 1 cum bucket

tonne.km

Add 10 per cent of cost of carriage tocover cost of loading and unloading

Smooth wheeled roller 8-10 tonnesfor initial break down rolling.

Vibratory roller 8 tonnes for

Finish rolling with 6-8 tonnessmooth wheeled tandem roller.

i) Bitumen@ 5 per cent of

Weight of aggregate = 450 -22.50 =

Taking density of aggregate = 1.5

Filler @ 2 per cent of weight of

Filler @ 2 per cent of weight of

*Any one of the alternative may beadopted as per approved design

Rate per cum = (a+b+c+d+e)/191 (ForGrading-II)


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S)

SOR-2008-09, R & B, A'bd Dist.

Quantity Rate Rs Cost Rs

0.080 109.40 8.75 L-12

2.000 109.40 218.80 L-13

2.800 230.00 644.00 P&M-031

2.800 206.00 576.80 P&M-001

2.000 692.00 1384.00 P&M-004

0.700 27616.80 19331.76 M-077

11882.29

13070.52

47116.92

13.46

0.13

13.60 14.96

say 15

0.840 109.40 91.90 L-12

16.000 109.40 1750.40 L-13

5.000 109.40 547.00 L-15

6.000 8930.00 53580.00 P&M-021

2.200 230.00 506.00 P&M-031

2.200 206.00 453.20 P&M-001

6.000 1200.00 7200.00 P&M-034

6.000 650.00 3900.00 P&M-081

6.000 520.00 3120.00 P&M-017

450 x L 1.60 10800.00

5% rate increase per year.Total 10% 2010-11

Remarks/ Inputref.

Lead =15 km &P&M-058


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1080.00

6.00x0.65* 297.00 1158.30 P&M-044

6.00x0.65* 994.00 3876.60 P&M-059

6.00x0.65* 738.00 2878.20 P&M-045

14.850 26144.40 388244.34 M-074

43.510 1010.50 43966.86 M-049

130.550 1032.39 134778.51 M-046

72.530 964.89 69983.47 M-040

43.510 802.39 34911.99 M-030

76282.68

83910.94

923020.39

4502.54

45.03

say 4548.00 5002.8

say 5003

0.840 190.40 159.94 L-12

16.000 109.40 1750.40 L-13

5.000 109.40 547.00 L-15


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6.000 12060.00 72360.00 P&M-022

6.000 1200.00 7200.00 P&M-034

6.000 650.00 3900.00 P&M-081

6.000 520.00 3120.00 P&M-017

450 x L 1.60 Err:509

Err:509

.00x0.65* 321.00 1251.90 P&M-044

.00x0.65* 1074.00 4188.60 P&M-059

.00x0.65* 797.00 3108.30 P&M-045

22.500 22089.63 497016.68 M-074

99.750 1032.39 102980.90 M-045

65.550 964.39 63215.76 M-040

114.000 802.39 91472.46 M-030

8.620 607.39 5235.70 M-188

85.500 471.00 40270.50 M-044

71.250 399.00 28428.75 M-040

122.550 399.00 48897.45 M-030

8.620 816.00 7033.92 M-188

0

Err:509

Err:509

Err:509

Err:509 5883.22

say Err:509 5883

Err:509

Err:509

Err:509

Err:5094937.17

say Err:509 4937

Lead =3 km& P&M-058


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Suggested Levels of Reliability For Various Functional Classifications

Functional Classifications

Recommended Level of Reliability

Urban Rural

Interstate and Othere Freeways 85 - 99.9 80 - 99.9

Principal Arterials 80 - 99 75 - 95

Collectors 80 - 95 75 - 95Local 50 - 80 50 - 80


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98.00 109.40 98.00

98.00 109.40 98.00

108.00 109.40 108.00

12060.00 8930.00 12060.00

1863.00 1200.00 1863.00

900.00 650.00 900.00

562.00 520.00 562.00

2.00 1.60 2.00

321.00 321.00 321.00

1074.00 1074.00 1074.00

797.00 797.00 797.00

#REF! 33521.06 #REF!

471.00 471.00399.00 1032.39 399.00

399.00 964.89 399.00

816.00 802.39 816.00

607.39

471.00 471.00

399.00 399.00

399.00 399.00

816.00 816.00

say

say


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Quality of Drainage

Less Than 1 % 1 - 5 % 5 - 25 % Greater Than 25 %

Excellent 1.25 - 1.20 1.20 - 1.15 1.15 - 1.10 1.1Good 1.20 - 1.15 1.15 - 1.10 1.10 - 1.00 1

Fair 1.15 - 1.10 1.10 - 1.00 1.00 - 0.90 0.9

Poor 1.10 - 1.00 1.00 - 0.90 0.90 - 0.80 0.8

Very Poor 1.00 - 0.90 0.90 - 0.80 0.80 - 0.70 0.7

Recommended Values of Drainage Coefficient, CdPavement Design

Percent of Time Pavement Structure is Exposedto Moisture Levels Approaching Saturation


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Sr. no Description Unit Quantity

3.03 602 Cement Concrete Pavement

Unit = cum

Taking output = 1050 cum (2415 tonne)a) Labour

Mate day 2.000

Mazdoor skilled day 15.000

Mazdoor day 35.000

b) Machinery

Road Sweeper @ 1250 sqm per hour hour 2.800

Front end loader 1 cum bucket capacity hour 18.000

hour 6.000

Electric generator 250 KVA hour 6.000

Slip form paver with electronic sensor hour 6.000

Water tanker6 KL capacity hour 36.000

Transit truck agitator 5 cum capacity. tonne.km ###

0.100

Concrete joint cutting machine . hour 12.000

Texturing machine . hour 12.000

c) Material

cum 945.000

cum 473.000

tonne 414.000

tonne 1.170

sqm 3675.000

Joint sealant sqm 16.330

Sealant primer kg 875.000

Curing compound sqm 46.670

liter 1850.000

Cost of water kg 2070.000

MORTHSEP

Construction of un-reinforced, dowel jointed, plaincement concrete pavement over a prepared subbase with 43 grade cement @ 400 kg per cum,coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding

25 mm, mixed in a batching and mixing plant asper approved mix design, transported to site, laidwith a fixed form or slip form paver, spread,compacted and finished in a continuous operationincluding provision of contraction, expansion,construction and longitudinal joints, joint filler,separation membrane, sealant primer, jointsealant, debonding strip, dowel bar, tie rod,admixtures as approved, curing compound,finishing to lines and grades as per drawing

Cement concrete batch mix plant @ 175cum per hour (effective output)

Add 10 per cent of cost of carriage to cover costof loading and unloading

Crushed stone coarse aggregates of25mm and 12.5mm nominal size @ 0.90

cum/cum of concrete conforming to clause602.2.4. .

Sand as per IS: 383 and conforming toclause 602.2.4 @ 0.45 cum/cum ofconcrete

Cement 43 grade @ 400 kg/cum of

Separation Membrane of impermeableplastic sheeting 125 micron thick

Pre moulded Joint filler, 25 mm thick for

Super plastisizer admixture IS marked asper 9103-1999 @ 0.5 per cent by weightof cement


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KL 216.000

d) overhead charges 8% of (a+b+c)

e) contracter profit 10% of (a+b+c+d)

Cost for 1050cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/1050

Add 1 per cent of material for cost ofmiscellaneous materials like tarpauline, Hessiancloth, metal cap, cotton / compressible spongeand cradle for dowel bars, work bridges for mento approach concrete surface without walkingover it, cutting blades and bites, minorequipments like scabbling machine, threads,ropes, guide wires and any other unforeseen

items.


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Rate Rs Cost Rs

109.1 218.2 L-12

109.1 1636.5 L-15

109.1 3818.5 L-13

260 728 P&M-031

520 9360 P&M-017

1440 8640P&M-067

650 3900 P&M-081

1850 11100 P&M-006

300 10800 P&M-060

1.6 38640

38640 3864

250 3000 P&M-083

200 2400 P&M-088

707.44 668530.8

228.64 ###M-004

4400 1821600 M-081

34000 39780M-082

65 238875 M-164

50 816.5 M-141

50 43750 M-120

250 11667.5 M-138

250 462500M-090

500 1035000 M-180

Remarks/ Inputref.

5% rate increase per year. Total 10% 2010-11

ea = mP&M-058

M-052 and M-

054


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50 44306.67

M-189

###

5174.11 5691.52

say 5692

493892.47

5432817.

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Rate Analysis of Wt