ROAD WORK (ANALYSIS OF RATES 2006) | |||||
Sl. No | Description | Unit | Qunatity | Rate Rs. P |
Cost Rs. P |
(1) | (2) | (3) | (4) | (5) | (6) |
1 | Picking up hard stone metal surface to a depth of 5 cm. including screening useful materials and removing rubbish and replacing usable road metal to camber Unit = 100 Sqm. Taking output = 9.3 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.500 | 55.00 | 27.50 | |
27.50 | |||||
b) | Overhead Charges @ 10% on (a) | 2.75 | |||
c) | Sundries, T & P @ 2% on (a) | 0.55 | |||
Cost per 9.3 Sqm = a+b+c | 30.80 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 9.3 | 331.18 | ||||
Say 331.20 | |||||
2 | Scarifying old graveled surface before consolidation of new gravel Unit = 100 Sqm. Taking output = 9.3 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.070 | 55.00 | 3.85 | |
3.85 | |||||
b) | Overhead Charges @ 10% on (a) | 0.39 | |||
c) | Sundries, T & P @ 2% on (a) | 0.08 | |||
Cost per 9.3 Sqm = a+b+c | 4.31 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 9.3 | 46.37 | ||||
Say 46.50 | |||||
3 | Sectioning old gravelled surface to proper camber Unit = 100 Sqm. Taking output = 9.3 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.100 | 55.00 | 5.50 | |
5.50 | |||||
b) | Overhead Charges @ 10% on (a) | 0.55 | |||
c) | Sundries, T & P @ 2% on (a) | 0.11 | |||
Cost per 9.3 Sqm = a+b+c | 6.16 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 9.3 | 66.24 | ||||
Say 66.20 | |||||
4 | Flank dressing to proper camber Unit = 100 Sqm. Taking output = 9.3 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.120 | 55.00 | 6.60 | |
6.60 | |||||
b) | Overhead Charges @ 10% on (a) | 0.66 | |||
c) | Sundries, T & P @ 2% on (a) | 0.13 | |||
Cost per 9.3 Sqm = a+b+c | 7.39 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 9.3 | 79.48 | ||||
Say 79.50 | |||||
5 | Labour for spreading metal to proper camber and consolidation with H.R.R. including watering and turf edging but excluding cost and conveyance of metal and filler materials Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man Mulia for removing from stacks spreading metal to proper camber turf edging and rolling. | each | 3.000 | 55.00 | 165.00 | |
Women Mullia for conveying metal from stacks and watering and turfing. | each | 2.000 | 55.00 | 110.00 | |
275.00 | |||||
b) | Overhead Charges @ 10% on (a) | 27.50 | |||
c) | Sundries, T & P @ 2% on (a) | 5.50 | |||
Cost per 2.83 Sqm = a+b+c | 308.00 | ||||
Rate per 100 Sqm = (a+b+c) / 2.83 | 108.83 | ||||
Say 108.80 | |||||
6 | Labour for admixing sand and moorum etc. complete including cost of all labours and hire charges of T & P materials required for work as per specification and direction of Engineer-in- Charge but excluding cost and conveyance of sand and moorum Unit = Cum Taking output = 1 cum |
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a) | Labour | ||||
Man Mulia for mixing sand and moorum | each | 0.250 | 55.00 | 13.75 | |
13.75 | |||||
b) | Overhead Charges @ 10% on (a) | 1.38 | |||
c) | Sundries, T & P @ 2% on (a) | 0.28 | |||
Rate per 1Cum = a+b+c | 15.40 | ||||
Say 15.40 | |||||
7 | Labour for spreading moorum and consolidation with HRR including watering but excluding cost and conveyance of moorum Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man Mulia for removing from stacks spreading and rolling | each | 1.500 | 55.00 | 82.50 | |
Women Mulia for watering & conveyance etc. | each | 1.500 | 55.00 | 82.50 | |
165.00 | |||||
b) | Overhead Charges @ 10% on (a) | 16.50 | |||
c) | Sundries, T & P @ 2% on (a) | 3.30 | |||
Cost per 2.83 Sqm = a+b+c | 184.80 | ||||
Rate per 100 Sqm = (a+b+c) / 2.83 | 65.30 | ||||
Say 65.30 | |||||
8 | Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materials Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man Mulia for removing from stacks spreading and rolling | each | 1.000 | 55.00 | 55.00 | |
Women Mulia for watering & conveyance etc. | each | 1.500 | 55.00 | 82.50 | |
137.50 | |||||
b) | Machinery | ||||
Add hire and running charges of PRR for consolidation considering 425Cum of out turn with PRR per day (8 hours) = 2.83 x 8 x 269.00 /425 | Hour | 0.05327 | 269.00 | 14.33 | |
c) | Overhead Charges @ 10% on (a+b) | 15.18 | |||
d) | Sundries, T & P @ 2% on (a+b) | 3.04 | |||
Cost per 2.83 Cum = a+b+c+d | 170.05 | ||||
Rate per Cum = (a+b+c+d) / 2.83 | 60.09 | ||||
Say 60.10 | |||||
9 | Labour for spreading metal and packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials and filling the interstices by spreading the same over the surface, watering and consolidation with PRR including hire and running charges of PRR complete but excluding cost and conveyance of metal and filler materials (To be used for minor repair works Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man mulia for removing from stacks spreading metal to proper camber & turf edging | each | 1.000 | 55.00 | 55.00 | |
Women Mulia | each | 3.000 | 55.00 | 165.00 | |
220.00 | |||||
b) | Machinery | ||||
Add hire and running charges of PRR for consolidation considering 42 Cum of out turn with PRR per day (8 hours) = 2.83 x 8 x 269.00 /42 | Hour | 0.53905 | 269.00 | 145.00 | |
c) | Overhead Charges @ 10% on (a+b) | 36.50 | |||
d) | Sundries, T & P @ 2% on (a+b) | 7.30 | |||
Cost per 2.83 Cum = a+b+c+d | 408.80 | ||||
Rate per Cum = (a+b+c+d) / 2.83 | 144.45 | ||||
Say144.50 | |||||
Note To be used for minor repair works only | |||||
10 | Labour for soling road surface with soling stones including filling the interstices with earth and rolling with hand road roller but excluding cost and conveyance of soling stones. Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Stone packer | each | 0.500 | 65.00 | 32.50 | |
Man mulia | each | 0.500 | 55.00 | 27.50 | |
Women Mulia | each | 2.500 | 55.00 | 137.50 | |
197.50 | |||||
b) | Overhead Charges @ 10% on (a) | 19.75 | |||
c) | Sundries, T & P @ 2% on (a) | 3.95 | |||
Cost per 2.83 Cum = a+b+c | 221.20 | ||||
Rate per Cum = (a+b+c) / 2.83 | 78.16 | ||||
Say 78.20 | |||||
11 | Labour for spreading metal for patch or pot hole repairs and consolidation with H.R.R. or rammers, crusher screening/ gravelling and sand binding, etc. complete but excluding cost and conveyance of metal, crusher screening/moorum and sand Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man Mulia for picking the portion for patch repairs, removing metal from stacks and spreading and rolling or ramming (1 + ½ + ¼ + 1½) |
each | 3.250 | 55.00 | 178.75 | |
Women Mulia for conveying materials watering, gravelling and sand binding. | each | 3.500 | 55.00 | 192.50 | |
371.25 | |||||
b) | Overhead Charges @ 10% on (a) | 37.13 | |||
c) | Sundries, T & P @ 2% on (a) | 7.43 | |||
Cost per 2.83 Cum = a+b+c | 415.80 | ||||
Rate per Cum = (a+b+c) / 2.83 | 146.93 | ||||
Say 146.90 | |||||
12 | Blinding road surface with gravel 6mm thick (labour only) Unit = 100 Sqm Taking output = 93 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.250 | 55.00 | 13.75 | |
13.75 | |||||
b) | Overhead Charges @ 10% on (a) | 1.38 | |||
c) | Sundries, T & P @ 2% on (a) | 0.28 | |||
Cost per 9.3 Cum = a+b+c | 15.40 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 93 | 16.56 | ||||
Say 16.60 | |||||
13 | Binding road surface with sand 6mm thick (labour only) Unit = 100 Sqm Taking output = 93 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.300 | 55.00 | 16.50 | |
16.50 | |||||
b) | Overhead Charges @ 10% on (a) | 1.65 | |||
c) | Sundries, T & P @ 2% on (a) | 0.33 | |||
Cost per 9.3 Cum = a+b+c | 18.48 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 93 | 19.87 | ||||
Say 19.90 | |||||
14 | Earth topping on metalled surface 12mm thick (labour only) Unit = 100 Sqm Taking output = 93 sqm |
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a) | Labour | ||||
Man Mulia | each | 0.500 | 55.00 | 27.50 | |
27.50 | |||||
b) | Overhead Charges @ 10% on (a) | 2.75 | |||
c) | Sundries, T & P @ 2% on (a) | 0.55 | |||
Cost per 9.3 Cum = a+b+c | 30.80 | ||||
Rate per 100 Sqm = (a+b+c) x 100 / 93 | 33.12 | ||||
Say 33.10 | |||||
15 | Conveyance of hand road roller Unit = Per ton per km. Taking output = 1 ton per km. |
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a) | Labour | ||||
Man Mulia | each | 0.310 | 55.00 | 17.05 | |
17.05 | |||||
b) | Overhead Charges @ 10% on (a) | 1.71 | |||
c) | Sundries, T & P @ 2% on (a) | 0.34 | |||
Cost per 9.3 Cum = a+b+c | 19.10 | ||||
Say 19.10 | |||||
16 | Removing soling of old road surface and stacking the available good and useful stones within 50 meters clear of the work site Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man mulia | each | 0.500 | 55.00 | 27.50 | |
Woman Mulia | each | 1.500 | 55.00 | 82.50 | |
110.00 | |||||
b) | Overhead Charges @ 10% on (a) | 11.00 | |||
c) | Sundries, T & P @ 2% on (a) | 2.20 | |||
Cost per 2.83 Cum = a+b+c | 123.20 | ||||
Rate per Cum = (a+b+c) / 2.83 | 43.53 | ||||
Say 43.50 | |||||
17 | Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
mulia | each | 250.000 | 55.00 | 13750.00 | |
13750.00 | |||||
b) | Overhead Charges @ 10% on (a) | 1375.00 | |||
c) | Sundries, T & P @ 2% on (a) | 275.00 | |||
Cost per 5889 Cum = a+b+c | 15400.00 | ||||
Rate per Cum = (a+b+c) / 5889 | 2.62 | ||||
Say 2.60 | |||||
18 | Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
mulia | each | 60.000 | 55.00 | 3300.00 | |
3300.00 | |||||
b) | Overhead Charges @ 10% on (a) | 330.00 | |||
c) | Sundries, T & P @ 2% on (a) | 66.00 | |||
Cost per 5889 Cum = a+b+c | 3696.00 | ||||
Rate per Cum = (a+b+c) / 5889 | 0.63 | ||||
Say 0.60 | |||||
19 | Labour for applying primer coat / tack Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
mulia | each | 100.000 | 55.00 | 5500.00 | |
Semi skilled Mulia | each | 20.000 | 65.00 | 1300.00 | |
6800.00 | |||||
b) | Overhead Charges @ 10% on (a) | 680.00 | |||
c) | Sundries, T & P @ 2% on (a) | 136.00 | |||
Cost per 5889 Cum = a+b+c | 7616.00 | ||||
Rate per Cum = (a+b+c) / 5889 | 1.29 | ||||
Say 1.30 | |||||
20 | Labour for surface dressing with 12Kg. penetration grade of bitumen and 0.15 cum of 19mm nominal size chips per 10 sqm and rolling with PRR including hire and running charges of PRR but excluding cost and conveyance of chips (Tdo bbi e used for minor repair works Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
Man mulia spreading chips etc | each | 100.000 | 55.00 | 5500.00 | |
Semi-Skilled mulias for heating and applying road tar | each | 20.000 | 65.00 | 1300.00 | |
6800.00 | |||||
b) | Materials | ||||
Fuel for heating tar @ 2.30 quintals per 1.016 metric tonne Tar required = 12 x 5889 10 =70.67 Qntl. Or 7.067M.T Fuel required = 2.30 x 7.067 1.016 =16.00 Qntl. Or 1.60 M.T |
MT | 1.600 | 3200.00 | 5120.00 | |
5120.00 | |||||
c) | Machinery | ||||
Hie and running charges of PRR. | Hour | 80.000 | 269.00 | 21520.00 | |
d) | Overhead Charges @ 10% on (a) | 4639.00 | |||
Sundries, T & P @ 2% on (a) | 927.80 | ||||
Cost per 5889 Cum = a+b+c+d+e | 51956.80 | ||||
Rate per Cum = (a+b+c+d+e) / 5889 | 8.82 | ||||
Say 8.80 | |||||
Note | To be used for minor repair works only | ||||
21 | Labour for laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles but excluding cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer-in-charge Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
Semi Skilled Mulia 0.27 x 80 Nos. =94 Nos. 0.23 (Reducing 50 percent due to use of Hot Mix Plant). Mulia for mixing and spreading carpet @ 7Nos. for 0.23cum per 92.90sqm = 0.27 x 7 x 5889 =521Nos. 0.23 x 92.90 |
Each | 47.000 | 65.00 | 3055.00 | |
Man Mulia = 521 - 94 = 427 | Each | 427.000 | 55.00 | 23485.00 | |
26540.00 | |||||
b) | Materials | ||||
Fuel for heating tar @ 305kg per 1.02MT Tar required = 14.60 x 5889 =8.60MT 10 x 1000 Fuel required = 305 x 8.60 =2.57MT 1.02 X 1000 |
MT | 2.570 | 3200.00 | 8224.00 | |
8224.00 | |||||
c) | Machinery | ||||
Time for heating 0.027 x 5889 =14.9 hours 10.612 Hie and running charges of H.M Plant 8-10TPH |
Hour | 14.900 | 1025.00 | 15272.50 | |
Hie and running charges of bitumen boiler 5 Nos. | Hour | 74.500 | 74.00 | 5513.00 | |
Hire and running charges of PRR considering 535sqm of out turn with PRR per day (8 hours) = 5889 x 2152.00 / 535 | Hour | 88.060 | 269.00 | 23688.09 | |
44473.59 | |||||
d) | Overhead Charges @ 10% on | 7923.76 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 1584.75 | |||
Cost per 5889 Sqm = a+b+c+d+e | 88746.10 | ||||
Rate per Sqm = (a+b+c+d+e) / 5889 | 15.07 | ||||
Say 15.10 | |||||
22 | Labour for laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm.including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles but excluding cost and conveyance of chips and bitumen Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
Semi Skilled Mulia 0.06 x 80 Nos. =18Nos. 0.27 (Reducing 50 percent due to use of Hot Mix Plant). Mulia for mixing and spreading chips @ 5Nos. Per 92.90sqm = 5 x 5889 = 317Nos. 92.90 |
Each | 9.000 | 65.00 | 585.00 | |
Man Mulia = 317 - 18 = 299 | Each | 299.000 | 55.00 | 16445.00 | |
17030.00 | |||||
b) | Materials | ||||
Fuel for heating tar @ 305kg per 1.02MT Tar required = 6.80 x 5889 =4.00MT 10 x 1000 Fuel required = 305 x 4.00 =1.20MT 1.02 X 1000 |
MT | 1.200 | 3200.00 | 3840.00 | |
3840.00 | |||||
c) | Machinery | ||||
Time required 0.006 x 5889 =3.30 hours 10.612 |
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Hie and running charges of H.M Plant 8-10TPH | Hour | 3.300 | 1025.00 | 3382.50 | |
Hie and running charges of bitumen boiler 5 Nos. | Hour | 16.500 | 74.00 | 1221.00 | |
Hire and running charges of PRR considering 535sqm of out turn with PRR per day (8 hours) = 5889 x 2152.00 / 929 | Hour | 50.713 | 269.00 | 13641.69 | |
18245.19 | |||||
d) | Overhead Charges @ 10% on (a+b+c) | 3911.52 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 782.30 | |||
Cost per 5889 Sqm = a+b+c+d+e | 43809.01 | ||||
Rate per Sqm = (a+b+c+d+e) / 5889 | 7.44 | ||||
Say 7.40 | |||||
23 | Spreading and consolidation 10 Cm thick laterite road metal (labour only) Unit = Cum Taking output = 2.83 cum |
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a) | Labour | ||||
Man mulia | each | 1.000 | 55.00 | 55.00 | |
Woman Mulia for watering | each | 0.250 | 55.00 | 13.75 | |
Man Mulia for rolling with HRR | each | 3.000 | 55.00 | 165.00 | |
233.75 | |||||
b) | Overhead Charges @ 10% on (a) | 23.38 | |||
c) | Sundries, T & P @ 2% on (a) | 4.68 | |||
Cost per 2.83 Cum = a+b+c | 261.80 | ||||
Rate per Cum = (a+b+c) / 2.83 | 92.51 | ||||
Say 92.50 | |||||
24 | Picking laterite stone metal surface to 3cm depth and removing rubbish. Unit = 100 Sqm Taking output = 9.30 sqm |
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a) | Labour | ||||
Man mulia | each | 0.250 | 55.00 | 13.75 | |
13.75 | |||||
b) | Overhead Charges @ 10% on (a) | 1.38 | |||
c) | Sundries, T & P @ 2% on (a) | 0.28 | |||
Cost per 9.30 Cum = a+b+c | 15.40 | ||||
Rate per 100 Sqm = (a+b+c)x 100 / 9.30 | 165.59 | ||||
Say 165.60 | |||||
25 | K.B. Bricks 25cm size having crushing strength between 75Kgs. to 99Kgs. Per cm2 pitching on end including filling the interstices with sand or sandy soil. Unit = Sqm Taking output = 9.30 sqm |
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a) | Materials | ||||
K.B. Bricks (75Kg.to 99Kg / Cm2) | 1000 | 920.000 | 2192.00 | 2016.64 | |
2016.64 | |||||
b) | Labour | ||||
Mason 2nd class. | each | 0.500 | 75.00 | 37.50 | |
Man Mulia | each | 3.000 | 55.00 | 165.00 | |
Woman Mulia | each | 2.000 | 55.00 | 110.00 | |
c) | Overhead Charges @ 10% on (a+b) | 232.91 | |||
Cost per 9.30 sqm = a+b+c | 2562.05 | ||||
Rate per Sqm = (a+b+c) / 9.3 | 275.49 | ||||
Say 275.50 | |||||
27 | Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
Man mulia for cleaning the surface | each | 190.000 | 55.00 | 10450.00 | |
Man mulia required for spreading metal and chips | each | 2040.000 | 55.00 | 112200.00 | |
Semi Skilled mulia for applying tack coat and spreading bitumen | each | 90.000 | 65.00 | 5850.00 | |
128500.00 | |||||
b) | Materials | ||||
Maxphalt required at 27Kg per 10.00 sqm 5889 x 27 = 15.90MT 10x1000 |
4.75 | ||||
Fuel required 15,90x 0.305 MT 1.02 =4.75MT |
MT | 4.750 | 3200.00 | 15200.00 | |
c) | Machinery | 15200.00 | |||
Hie and running charges of PRR considering outturn of roller as 200 Sqm / day, hence days required |
Day | 29.445 | 2152.00 | 63365.64 | |
Hire charges of Tar boilers | Day | 29.445 | 592.00 | 17431.44 | |
80797.08 | |||||
d) | Overhead Charges @ 10% on (a+b+c) | 22449.71 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 4489.94 | |||
Cost per 5889 Sqm = a+b+c+d+e | 251436.73 | ||||
Rate per Sqm= (a+b+c+d+e) / 5889 | 42.70 | ||||
28 | Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37,5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge To be used for minor repair works only Unit = Sqm Taking output = 5889 sqm |
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a) | Labour | ||||
Man mulia for cleaning the above surface | Each | 190.000 | 55.00 | 10450.00 | |
Man mulia required for spreading metal and chips | Each | 1140.000 | 55.00 | 62700.00 | |
Semi Skilled mulia for applying tack coat and spreading bitumen | Each | 50.000 | 65.00 | 3250.00 | |
76400.00 | |||||
b) | Materials | ||||
Maxphalt required at 15Kg per 10.00 sqm 5889 x 15 = 8.83MT 10x1000 Fuel required 8,83x 0.305 MT =3.88MT 1.02 |
MT | 2.640 | 3200.00 | 8448.00 | |
8448.00 | |||||
c) | Machinery | ||||
Hie and running charges of PRR considering outturn of roller as 300 Sqm / day, hence days required |
Day | 19.630 | 2152.00 | 42243.76 | |
Hire charges of Tar boilers | Day | 19.630 | 592.00 | 11620.96 | |
53864.72 | |||||
d) | Overhead Charges @ 10% on (a+b+c) |
13871.27 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 2774.25 | |||
Cost per 5889 Sqm = a+b+c+d+e | 155358.25 | ||||
Rate per Sqm= (a+b+c+d+e) / 5889 | 26.38 | ||||
Say 26.40 | |||||
Note | To be used for minor repair works only | ||||
29 | Rolling and compacting to sub grade or formation loosening by cutting ordinary earth for 0.15 Mtr. depth including watering and rolling by PRR as per specification and direction of Engineer-in-Charge Unit = Cum Data for 100sqm x 0.15m= 15 Cum Rate of earth work vide Item No. 1(a) |
100 Cum | 15.000 | 1971.20 | 295.68 |
Compaction at OMC with P.R.R. for 15 cum @ Rs.2422.60 per 100 cum vide item 9 b (i) of Earth Work | 100 Cum | 15.000 | 2422.60 | 363.39 | |
659.07 | |||||
Rate per Cum = 659.07 / 15 = | 43.94 | ||||
Say 43.90 | |||||
Note | Analysis of rates has been made taking ordinary earth. In case of hard soil or gravelly soil and stoney earth and gravels mixed with stone and boulder | ||||
30 | Supplying and fixing 15cm dia 1.00m long guard posts of RCC (1:2:4) using 7.5Kg of steel for each guard post with 12mm size black hard granite stone chips including cost of all reinforcement and materials centering shuttering and watering carrying etc complete. Unit = No. Data for 1No. For one guard post Cost of RCC (1:2:4) with 12mm size chips (as per A/R item No. 1 of RCC = Rs.2179.80 / cum) Qnty = 22/7 x (0.15)2 x 1.00 = 0.018cum 4 |
cum | 0.018 | 2049.40 | 36.89 |
For one guard post steel required 3.5Kg or 0.035Qntl Steel reinforcement (As per A/R Item No.8a of RCC) |
Qntl | 0.035 | 3442.30 | 120.48 | |
Rate per 1 No. | 157.37 | ||||
Say 157.40 | |||||
31 | Labour for laying sub-base in layers not exceeding 225mm watering and compacting to the required density in O.M.C with Vibratory Roller but excluding cost and conveyance of sub base materials Unit = Cum Taking output = 300cum |
||||
a) | Labour | ||||
Mate | Each | 0.480 | 65.00 | 31.20 | |
Skilled Mulia | Each | 2.000 | 75.00 | 150.00 | |
Mulia unskilled | Each | 10.000 | 55.00 | 550.00 | |
731.20 | |||||
b) | Machinery | ||||
Motor grader 110HP @ 50cum per hour | Hour | 6.000 | 1545.00 | 9270.00 | |
Tractor - Rotavator | Hour | 12.000 | 242.00 | 2904.00 | |
Vibratory roller 8-10 tonne capacity | Hour | 6.000 | 994.00 | 5964.00 | |
Water tanker 6KL capacity | Hour | 3.000 | 506.00 | 1518.00 | |
19656.00 | |||||
c) | Materials | ||||
Cost of water | KL | 18.000 | 10.00 | 180.00 | |
180.00 | |||||
d) | Overhead Charges @ 10% on (a+b+c) | 2056.72 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 411.34 | |||
Cost per 300 Cum = a+b+c+d+e | 23035.26 | ||||
Rate per Cum = (a+b+c+d)/300 | 76.78 | ||||
Say 76.80 | |||||
32 | Labour for laying 20mm thick premix carpet using 0.23cum of 13.2mm to 5.6mm size crushed stone chipping and 12.70kg. penetration grade of bitumen for 9.29sqm including hire and running charges of PRR etc. complete but excluding cost and conveyance of Unit = Sqm Taking output = 5889 sqm |
||||
a) | Labour | ||||
Mulia for mixing and spreading carpet @ 7Nos. For 92.90sqm = 7 x 5889 = 444Nos. 92.90 |
|||||
Semi Skilled Mulia for handling hot | Each | 44.000 | 65.00 | 2860.00 | |
Man Mulia = 444 - 44 = 400 | Each | 400.000 | 55.00 | 22000.00 | |
24860.00 | |||||
b) | Materials | ||||
Fuel for heating tar @ 305kg per 1.016MT | |||||
Tar required = 12.70 x 5889 =8.05MT 9.29 x 1000 Fuel required = 305 x 8.05 =2.42MT 1.016 X 1000 |
HT | 2.420 | 3200.00 | 7744.00 | |
7744.00 | |||||
c) | Machinery | ||||
Hire and running charges of PRR considering 535sqm of out turn with PRR per day (8 hours) |
Day | 11.000 | 2152.00 | 23672.00 | |
23672.00 | |||||
d) | Overhead Charges @ 10% on (a+b+c) | 5627.60 | |||
e) | Sundries, T & P @ 2% on (a+b+c) | 1125.52 | |||
Cost per 5889 Sqm = a+b+c+d+e | 63029.12 | ||||
Rate per Sqm = (a+b+c+d+e) / 5889 | 10.70 | ||||
Say 10.70 | |||||
33 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. Unit = sqm Taking output = 100 sqm |
||||
a) | Labour | ||||
Mate | Each | 0.200 | 65.00 | 13.00 | |
Mazdoor unskilled including loading and unloading | Each | 5.000 | 55.00 | 275.00 | |
288.00 | |||||
b) | Machinery | ||||
Tractor-trolley | Hour | 1.670 | 231.00 | 385.77 | |
385.77 | |||||
c) | Overhead Charges @ 10% on (a+b) | 67.38 | |||
Cost for 100 sqm = a+b+c | 741.15 | ||||
Rate per sqm = (a+b+c) / 100 | 7.41 | ||||
Say 7.40 | |||||
Note: | In case material is to be reused at site, transportation cost catered above for disposal shall be deleted | ||||
34 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. Unit = sqm Taking output = 100 sqm |
||||
a) | Labour | ||||
Mate | Each | 0.010 | 65.00 | 0.65 | |
Mulia unskilled | Each | 0.250 | 55.00 | 13.75 | |
14.40 | |||||
b) | Machinery | ||||
Tractor with ripper attachment @ 60 cum per hour | Hour | 0.080 | 231.00 | 19.92 | |
Front end loader 1 cum bucket capacity | Hour | 0.200 | 520.00 | 104.00 | |
Tipper 5.5 cum capacity, 4 trips per hour. | Hour | 0.230 | 506.00 | 116.38 | |
240.30 | |||||
c) | Overhead Charges @ 10% on (a+b) | 25.47 | |||
Cost for 100 sqm = a+b+c | 280.17 | ||||
Rate per sqm = (a+b+c) / 100 | 2.80 | ||||
Say 2.80 | |||||
35 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision) Unit = cum Taking output = 100 cum |
||||
a) | Labour | ||||
Mate | Each | 0.040 | 65.00 | 2.60 | |
Mulia unskilled | Each | 1.000 | 55.00 | 55.00 | |
57.60 | |||||
b) | Machinery | ||||
Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour | Hour | 1.670 | 840.00 | 1402.80 | |
Tipper 10 tonne capacity | Hour | 800.000 | 2.00 | 1600.00 | |
Add 10 per cent of cost of carriage to cover cost of loading and unloading | 160.00 | ||||
Dozer 80 HP for spreading @ 200 cum per hour | Hour | 0.500 | 1592.00 | 796.00 | |
Motor grader for grading @ 100 cum per hour | Hour | 1.000 | 772.50 | 772.50 | |
Water tanker 6 KL capacity | Hour | 4.000 | 506.00 | 2024.00 | |
Vibratory roller 8 -10 tonnes @ 100 cum per hour | Hour | 1.000 | 994.00 | 994.00 | |
7749.30 | |||||
c) | Material | ||||
Cost of water | KL | 24.000 | 10.00 | 240.00 | |
Compensation for earth taken from private land | Cum | 100.000 | 0.00 | 0.00 | |
240.00 | |||||
d) | Overhead Charges @ 10% on (a+b) | 804.69 | |||
Cost for 100 sqm = a+b+c+d | 8851.59 | ||||
Rate per Cum = (a+b+c+d) / 100 | 88.52 | ||||
Say 88.50 | |||||
Note: | Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost | ||||
36 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision). Unit = cum Taking output = 600 cum |
||||
a) | Labour | ||||
Mate | Each | 0.120 | 65.00 | 7.80 | |
Mulia unskilled | Each | 3.000 | 55.00 | 165.00 | |
172.80 | |||||
b) | Machinery | ||||
Tractor with ripper attachment | Hour | 9.000 | 249.00 | 2241.00 | |
Motor grader for grading @ 100 cum per hour | Hour | 6.000 | 772.50 | 4635.00 | |
Water tanker 6 KL capacity | Hour | 4.000 | 506.00 | 2024.00 | |
Vibratory roller 8-10 tonne @ 80 cum/hour | Hour | 7.500 | 994.00 | 7455.00 | |
16355.00 | |||||
c) | Material | ||||
Cost of water | KL | 24.000 | 10.00 | 240.00 | |
240.00 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 1676.78 | |||
Cost for 600 cum = a+b+c+d | 18444.58 | ||||
Rate per cum = (a+b+c+d) / 600 | 30.74 | ||||
Say 30.70 | |||||
37 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = cum Taking output = 600 cum |
||||
a) | Labour | ||||
Mate | Each | 0.080 | 65.00 | 5.20 | |
Mulia unskilled | Each | 2.000 | 55.00 | 110.00 | |
115.20 | |||||
b) | Machinery | ||||
Tractor with ripper attachment | Hour | 6.000 | 249.00 | 1494.00 | |
Vibratory road roller 8-10 tonne capacity | Hour | 7.000 | 994.00 | 7455.00 | |
Water tanker 6 KL capacity | Hour | 4.000 | 506.00 | 2024.00 | |
10973.00 | |||||
c) | Material | ||||
Cost of water | KL | 24.000 | 10.00 | 240.00 | |
240.00 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 1132.82 | |||
Cost for 600 cum = (a+b+c+d) | 12461.02 | ||||
Rate per cum = (a+b+c+d) / 600 | 20.77 | ||||
Say 20.80 | |||||
38 | Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway & Clause 309 of MoSRT&H Specifications for Road & Bridge works (4th Revision). Unit = metre Taking output = 10 metres |
||||
Labour | |||||
Mate | Each | 0.060 | 65.00 | 3.90 | |
Mulia unskilled for excavation and back filling with aggregates | Each | 1.500 | 55.00 | 82.50 | |
86.40 | |||||
Material (Type-B) | |||||
Crushed stone as per table 300-4 | Hour | 1.350 | 509.00 | 687.15 | |
687.15 | |||||
Overhead charges @ 10% on (a+b) | 77.36 | ||||
Cost for 600 cum = a+b+c | 850.91 | ||||
Rate per cum = (a+b+c) / 10 | 85.09 | ||||
Say 85.10 | |||||
39 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = cum Taking output = 300 cum |
||||
a) | Labour | ||||
Mate | Each | 0.480 | 65.00 | 31.20 | |
Mulia skilled | Each | 2.000 | 75.00 | 150.00 | |
Mulia unskilled | Each | 10.000 | 55.00 | 550.00 | |
731.20 | |||||
b) | Machinery | ||||
Motor Grader 110 HP @ 50 cum per hour | Hour | 6.000 | 1545.00 | 9270.00 | |
Vibratory roller 8 -10 tonne capacity | Hour | 6.000 | 994.00 | 5964.00 | |
Tractor - Rotavator | Hour | 12.000 | 242.00 | 2904.00 | |
Water tanker 6 KL capacity | Hour | 3.000 | 506.00 | 1518.00 | |
19656.00 | |||||
c) | Material | ||||
9.5 mm to 4.75 mm @ 35 per cent | Cum | 134.400 | 490.00 | 65856.00 | |
4.75 mm to 2.36 mm @ 12.5 per cent | Cum | 48.000 | 424.00 | 20352.00 | |
2.36 mm below @ 52.5 per cent | Cum | 201.600 | 50.00 | 10080.00 | |
Cost of water | KL | 18.000 | 10.00 | 180.00 | |
96468.00 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 11685.52 | |||
Cost for 300 cum = a+b+c+d | 128540.72 | ||||
Rate per cum = (a+b+c+d)/300 | 428.47 | ||||
Say 428.50 | |||||
40 | Making 50 mm x 50 mm furrows, 25mm/50mm deep, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead Unit = sqm Taking output = 30 m x 7 m = 210 sqm |
||||
(i)25mm deep furrow cutting | |||||
a) | Labour | ||||
Mate | Each | 0.080 | 65.00 | 5.20 | |
Mulia unskilled | Each | 2.000 | 55.00 | 110.00 | |
115.20 | |||||
b) | Machinery | ||||
Tractor-trolley | Hour | 0.200 | 231.00 | 46.20 | |
46.20 | |||||
c) | Overhead charges @ 10% on (a+b) | 16.14 | |||
Cost for 210 Sqm = a+b+c | 177.54 | ||||
Rate per cum = (a+b+c)/210 | 0.85 | ||||
Say 0.90 | |||||
(ii)50mm deep furrow cutting | |||||
a) | Labour | ||||
Mate | Each | 0.160 | 65.00 | 10.40 | |
Mulia unskilled | Each | 4.000 | 55.00 | 220.00 | |
230.40 | |||||
b) | Machinery | ||||
Tractor-trolley | Hour | 0.400 | 231.00 | 92.40 | |
92.40 | |||||
c) | Overhead charges @ 10% on (a+b) | 32.28 | |||
Cost for 210 Sqm = a+b+c | 355.08 | ||||
Rate per cum = (a+b+c)/210 | 1.69 | ||||
Say 1.70 | |||||
41 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = cum Taking output = 360 cum |
||||
a) | Labour | ||||
Mate | Each | 10.080 | 65.00 | 655.20 | |
Mulia skilled | Each | 2.000 | 75.00 | 150.00 | |
Mulia unskilled | Each | 250.000 | 55.00 | 13750.00 | |
14555.20 | |||||
b) | Machinery | ||||
Smooth 3 wheeled steel roller @ 30cum/hour | Hour | 12.000 | 269.00 | 3228.00 | |
Tractor-trolley | Hour | 24.000 | 506.00 | 12144.00 | |
15372.00 | |||||
c) | Material | ||||
(i)Grading-I | |||||
(A) | Using moorum or gravel | ||||
Grading-I 90 mm to 45 mm @ 1.21cum per 10 sqm for compacted thickness of 100 mm |
Cum | 435.600 | 380.00 | 165528.00 | |
Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm | Cum | 108.000 | 45.00 | 4860.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
171828.00 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 20175.52 | |||
Cost for 360 cum = a+b+c+d | 221930.72 | ||||
Rate per cum = (a+b+c+d)/360 | 616.47 | ||||
(B) | Using Type-A 13.2mm Stone Screening | Say 616.50 | |||
Grading-I 90 mm to 45 mm @ 1.21cum per 10 sqm for compacted thickness of 100 mm |
Cum | 435.600 | 380.00 | 165528.00 | |
Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm | Cum | 97.200 | 379.00 | 36838.80 | |
Binding Material @ 0.08cum per 10 sqm for grading I material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
205246.80 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 23517.40 | |||
Cost for 360 cum = a+b+c+d | 258691.40 | ||||
Rate per cum = (a+b+c+d)/360 | 718.59 | ||||
Say 718.60 | |||||
(C) | Using stone screened dust | ||||
Grading-I 90 mm to 45 mm @ 1.21cum per 10 sqm for compacted thickness of 100 mm |
Cum | 435.600 | 380.00 | 165528.00 | |
Stone screened dust for grading-I @ 0.27 cum per 10 sqm | Cum | 97.200 | 50.00 | 4860.00 | |
Binding Material @ 0.08cum per 10 sqm for grading I material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
d) | Overhead charges @ 10% on (a+b+c) | 173268.00 | |||
Cost for 360 cum = a+b+c+d | 20319.52 | ||||
Rate per cum = (a+b+c+d)/360 | 223514.72 | ||||
620.87 | |||||
Say 620.87 | |||||
(II) | Grading-II | ||||
(A) | Using moorum or gravel | ||||
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 427.00 | 186001.20 | |
Crushable type such as Moorum or Gravel for grading II @ 0.22 cum per 10 sqm | Cum | 105.590 | 45.00 | 4751.55 | |
Cost of water | Cum | 144.000 | 10.00 | 1440.00 | |
d) | Overhead charges @ 10% on (a+b+c) | 192192.75 | |||
Cost for 360 cum = a+b+c+d | 22212.00 | ||||
Rate per cum = (a+b+c+d)/360 | 244331.95 | ||||
678.70 | |||||
Say 678.70 | |||||
(B) | Using Type-A 13.2mm Stone Screening | ||||
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 427.00 | 186001.20 | |
Type A 13.2 mm for grading-II @ 0.12 cum per 10 sqm | Cum | 57.600 | 379.00 | 21830.40 | |
Binding Material @ 0.06cum per 10 sqm for grading II material | Cum | 144.000 | 10.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
209271.60 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 24063.88 | |||
Cost for 360 cum = a+b+c+d | 264702.68 | ||||
Rate per cum = (a+b+c+d)/360 | 735.29 | ||||
Say 735.30 | |||||
(C) | Using Type-B 11.2mm Stone Screening | ||||
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 427.00 | 186001.20 | |
Type B 11.2 mm for grading-II @ 0.20 cum per 10 sqm | Cum | 96.010 | 237.00 | 22754.37 | |
Binding Material @ 0.06cum per 10 sqm for grading II material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
210195.57 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 24156.28 | |||
Cost for 360 cum = a+b+c+d | 265719.05 | ||||
Rate per cum = (a+b+c+d)/360 | 738.11 | ||||
Say 738.10 | |||||
(D) | Using stone screened dust | ||||
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 427.00 | 186001.20 | |
Stone screened dust for grading-II @ 0.18 cum per 10 sqm | Cum | 96.010 | 50.00 | 4800.50 | |
Binding Material @ 0.06cum per 10 sqm for grading II material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
192241.70 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 22360.89 | |||
Cost for 360 cum = a+b+c+d | 245969.79 | ||||
Rate per cum = (a+b+c+d)/360 | 683.25 | ||||
Say 683.30 | |||||
III | Grading-III | ||||
(A) | Using crushable type such as moorum or gravel | ||||
Grading-III 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 465.00 | 202554.00 | |
Crushable type such as Moorum or Gravel for grading III @ 0.22 cum per 10 sqm | Cum | 105.590 | 45.00 | 4751.55 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
d) | Overhead charges @ 10% on (a+b+c) | 208745.55 | |||
Cost for 360 cum = a+b+c+d | 23867.28 | ||||
Rate per cum = (a+b+c+d)/360 | 262540.03 | ||||
729.28 | |||||
Say 729.30 | |||||
(B) | Using Type-B 11.2mm Stone Screening | ||||
Grading-III 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 465.00 | 202554.00 | |
Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm | Cum | 86.400 | 237.00 | 20476.80 | |
Binding Material @ 0.06cum per 10 sqm for grading III material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
d) | Overhead charges @ 10% on (a+b+c) | 225910.80 | |||
Cost for 360 cum = a+b+c+d | 25583.80 | ||||
Rate per cum = (a+b+c+d)/360 | 281421.80 | ||||
781.73 | |||||
Say 781.70 | |||||
(C) | Using stone screened dust | ||||
Grading-III 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm | Cum | 435.600 | 465.00 | 202554.00 | |
Stone screened dust for grading-III @ 0.18 cum per 10 sqm | Cum | 86.400 | 50.00 | 4320.00 | |
Binding Material @ 0.06cum per 10 sqm for grading III material | Cum | 28.800 | 50.00 | 1440.00 | |
Cost of water | KL | 144.000 | 10.00 | 1440.00 | |
d) | Overhead charges @ 10% on (a+b+c) | 209754.00 | |||
Cost for 360 cum = a+b+c+d | 23968.12 | ||||
Rate per cum = (a+b+c+d)/360 | 263649.32 | ||||
732.36 | |||||
Say 732.40 | |||||
Note: | 1, ( Anyone of the aggregate grading, screening and binding material may be used as per design) 2, In case of filler as moorum or gravel, blinding material is not required. | ||||
42 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = cum Taking output = 225 cum (495 tonnes) |
||||
a) | Labour | ||||
Mate | Each | 0.480 | 65.00 | 31.20 | |
Mulia skilled | Each | 2.000 | 75.00 | 150.00 | |
Mulia unskilled | Each | 10.000 | 55.00 | 550.00 | |
731.20 | |||||
b) | Machinery | ||||
Wet mix plant of 75 tonne hourly capacity | hour | 6.600 | 1036.00 | 6837.60 | |
Electric generating set 125 KVA | hour | 6.000 | 823.00 | 4938.00 | |
Front end loader 1 cum capacity | hour | 6.000 | 520.00 | 3120.00 | |
Paver finisher Mechanical 100TPH | hour | 6.000 | 739.00 | 4434.00 | |
Vibratory roller 8 - 10 tonne (6.00 x 0.65*) | hour | 3.900 | 994.00 | 3876.60 | |
or Smooth 3 wheeled steel roller 8-10 tonnes |
hour | 7.800 | 0.00 | ||
Water tanker 6 KL capacity | hour | 3.000 | 506.00 | 1518.00 | |
Tipper | tonne Km | 495x1(L) | 2.00 | 990.00 | |
Add 10 per cent of cost of carriage to cover cost of loading and unloading | 99.00 | ||||
25813.20 | |||||
c) | Material ( Table 400-11) | ||||
45 mm to 22.4 mm@ 30 per cent | Cum | 89.10 | 490.00 | 43659.00 | |
22.4 mm to 2.36 mm @ 40 per cent | Cum | 118.80 | 565.00 | 67122.00 | |
2.36 mm to 75 micron@ 30 per cent | Cum | 89.10 | 50.00 | 4455.00 | |
Cost of water | KL | 18.00 | 10.00 | 180.00 | |
115416.00 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 14196.04 | |||
Cost for 225 cum = a+b+c+d | 156156.44 | ||||
Rate per cum = (a+b+c+d)/225 | 694.03 | ||||
Say 694.00 | |||||
Note: | 1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usagerates of vibratory roller have been multiplied with a factor of 0.65 2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm. |
||||
43 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision). Unit = sqm Taking output = 3500 sqm |
||||
a) | Labour | ||||
Mate | Each | 0.080 | 65.00 | 5.20 | |
Mulia unskilled | Each | 2.000 | 55.00 | 110.00 | |
115.20 | |||||
b) | Machinery | ||||
Mechanical broom @ 1250 sqm per hour | hour | 2.800 | 230.00 | 644.00 | |
Air compressor 250 cfm | hour | 2.800 | 206.00 | 576.80 | |
Emulsion pressure distributor @ 1750 sqm per hour | hour | 2.000 | 516.00 | 1032.00 | |
Water tanker 6 KL capacity @ 1 trip per hour | hour | 1.000 | 506.00 | 506.00 | |
2758.80 | |||||
c) | Material | ||||
Slow setting Bitumen emulsion @ 0.6 kg per sqm | tonne | 2.100 | 15929.94 | 33452.87 | |
Cost of water | KL | 6.000 | 10.00 | 60.00 | |
33512.87 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 3638.69 | |||
Cost for 3500 sqm = a+b+c+d | 40025.56 | ||||
Rate per cum = (a+b+c+d)/3500 | 11.44 | ||||
Say 11.40 | |||||
Note | Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to Clause No.502,4,3 | ||||
44 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = sqm Taking output = 3500 sqm |
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a) | Labour | ||||
Mate | Each | 0.080 | 65.00 | 5.20 | |
Mulia unskilled | Each | 2.000 | 55.00 | 110.00 | |
115.20 | |||||
b) | Machinery | ||||
Mechanical broom @ 1250 sqm per hour | hour | 2.800 | 230.00 | 644.00 | |
Air compressor 250 cfm | hour | 2.800 | 206.00 | 576.80 | |
Emulsion pressure distributor @ 1750 sqm per hour | hour | 2.000 | 516.00 | 1032.00 | |
2252.80 | |||||
c) | Material | ||||
Rapid setting Bitumen emulsion @ 0.2 kg per sqm | tonne | 0.700 | 15769.53 | 11038.67 | |
11038.67 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 1340.67 | |||
Cost for 3500 sqm = a+b+c+d | 14747.34 | ||||
Rate per cum = (a+b+c+d)/3500 | 4.21 | ||||
Say 4.20 | |||||
Note | 1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the Engineer after preliminary trials referred to in Clause No.503,4,3 2. An output of 3500 sqm has been considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day. | ||||
45 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Unit = cum Taking output = 205 cum (450 tonnes) |
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a) | Labour | ||||
Mate | Each | 0.760 | 65.00 | 49.40 | |
Mulia unskilled working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of | Each | 14.000 | 55.00 | 770.00 | |
Mulia Skilled for checking line & levels | Each | 5.000 | 75.00 | 375.00 | |
1194.40 | |||||
b) | Machinery | ||||
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output | hour | 6.000 | 11167.00 | 67002.00 | |
Paver finisher hydrostatic with sensor control @ 75 cum per hour | hour | 6.000 | 1725.00 | 10350.00 | |
Generator 250 KVA | hour | 6.000 | 1125.00 | 6750.00 | |
Front end loader 1 cum bucket | hour | 6.000 | 520.00 | 3120.00 | |
Tipper 10 tonne capacity | tonne.km | 450x1(L) | 2.00 | 900.00 | |
Add 10 per cent of cost of carriage to cover cost of loading and unloading |
90.00 | ||||
Smooth wheeled roller 8-10 tonnes for initial break down rolling (6.00 X 0.65* = 3.90 hours) |
hour | 3.900 | 269.00 | 1049.10 | |
Vibratory roller 8 tonnes for intermediate rolling.(6.00 X 0.65* = |
hour | 3.900 | 994.00 | 3876.60 | |
Finish rolling with 6-8 tonnes smooth wheeled tandem roller. (6.00 X 0.65* = 3.90 hours) |
hour | 3.900 | 738.00 | 2878.20 | |
96015.90 | |||||
c) | Material | ||||
(A) | *Grading I ( 40 mm nominal size ) (i) 60/70 penetration grade of Bitumen @ 3.1 per cent of mix Weight of mix = 205 x 2.2 = 450 tonne | tonne | 13.950 | 21791.08 | 303985.57 |
ii) Aggregate | |||||
Total weight of mix = 450 tonnes Weight of bitumen = 13.95 tonnes Weight of aggregate = 450.00 - 13.95 =436.05 tonnes Taking density of aggregate = 1.5 ton/cum |
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Volume of aggregate = 290.7 cum | |||||
37.5 - 25 mm @ 15 per cent | cum | 43.605 | 464.000 | 20232.720 | |
25 - 10 mm @ 45 per cent | cum | 130.815 | 638.000 | 83459.970 | |
10 - 5 mm @ 25 per cent | cum | 72.675 | 547.500 | 39789.563 | |
5 mm and below @ 15 per cent | cum | 43.605 | 237.000 | 10334.385 | |
457802.20 | |||||
d) | Overhead charges @ 10% on (a+b+c) | 55501.25 | |||
Cost for 205 cum = a+b+c+d | 610513.75 | ||||
Rate per cum = (a+b+c+d)/205 | 2978.12 | ||||
Say 2978.10 | |||||
(B) | Grading II (19 mm nominal size) (i) 60/70 penetration grade of Bitumen @ 3.3 per cent of mix Weight of mix = 205 x 2.2 = 450 tonne |
tonne | 14.850 | 21791.080 | 323597.54 |
ii) | Aggregate | ||||
Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450.00 - 14.85 =435.15 tonnes Taking density of aggregate = 1.5 ton/cum |
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Volume of aggregate = 290.1 cum | |||||
25 - 10 mm @ 40 per cent | cum | 116.040 | 638.00 | 74033.52 | |
10 - 5 mm @ 40 per cent | cum | 116.040 | 547.50 | 63531.90 | |
5 mm and below @ 20 per cent | cum | 58.020 | 237.00 | 13750.74 | |
474913.70 | |||||
d) | Overhead charges @ 10% on (a+b+c) | ||||
Cost for 205 cum = a+b+c+d | 629336.40 | ||||
Rate per cum = (a+b+c+d)/205 | 3069.93 | ||||
Say 3069.90 | |||||
* Any one of the alternative may be adopted as per approved design | |||||
Note: | *1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of this rollers, their usage rates have been multiplied by a factor of 0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of 4. BM is to be laid over freshly laid tack coat otherwise provision of Mechanical broom and 2 mazdoors for the same shall be included which has been deleted as provided in the cost of tack coat. |
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