ROAD WORK-1

	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
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
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
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
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
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
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
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
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
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
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
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
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
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
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.
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
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
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
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
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
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
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
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
	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
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
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
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
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
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
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)
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
	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
	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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