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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
10 - 5 mm 25 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)
20 - 10 mm 35 per cent cum
10 - 5 mm 23 per cent cum
5 mm and below 40 per cent cum
tonne
or
Grading - II-13 mm (Nominal Size)13.2 - 10 mm30 per cent cum
10 - 5 mm 25 per cent cum
5 mm and below43 per cent cum
tonne
(i) for Grading-I ( 13 mm nominal size )
Err:509
Err:509
Cost for 205 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/191
5.8 (ii) for Grading-II(10 mm nominal size)
Err:509
Err:509
Cost for 205 cum = a+b+c+d+e
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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