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Earthwork by Mechanical Means
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S. No. Name of Machine Unit Idle charges
1 Dumpers 7-10 tonne capacity Day 1300 0.3 per km 350
2
(a) upto 0.40 cum Hr. 700 5 per hr 100
(b) above 0.40 & upto 0.75 cum Hr. 1250 7.25 per hr 200
3 (c) above 0.75 cum Hr. 1500 15 per hr 250
3 Karawha Day 60 - 20
Hire charges without diesel but with operational
staff M.oil, spares & lubricants
Provision for diesel per Km/or per hr.
(in liters)
Hydraulic excavator/ loader likeJCB/Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity
S.No.Item Labour Total Unit Ref
1
(A)
(i)
Hourly rate700.00 700.00 P Hr
Amount for Disel43.90 5.00 219.50 P Hr
Total hourly rate for one no of J.C.B.919.50 P Hr
(ii)
162.50 162.50 P Hr
Amount for Disel43.90 5.00 219.50 P Hr
Total hourly rate for one no of Dumper382.00 P Hr
(a)
70.00 Cum
i
J.C.B.919.50 1.00 919.50 No
Dumper382.00 3.00 1146.00 No
2065.50
Basic Rate In
Rate in Material
Excavation including
loading, unloading, disposal
and dressing of excavated
earth within initial lead of
50m and lift up to 1.5m in
dry or moist including
dressing of excavated area,
dewatering wherever
required complete in all
respect
Irrigation anaylsis Chapter V Part "A" Item 1
Machinary components
Use of hydraulic excavator & labour
J.C.B. type excavator (0.40 cum Bucket capacity) hourly rate
Use of Dumpers & Hourly rate for Dumper
For the strata Soft/Loose soil (out put per hour)
Machinary required as
Total of (a) Total charges forn Machinary per hour with POL
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
ii
2065.50 5 103.28 %
iii
2.0 @ 135 270.00 No
270.00 14 37.80 %
Total 307.80
2476.58
2476.58 100.55
2577.13
Therefore rate for per cum36.82
Say 37.00 Cum
component for daily transportation of equipments to camp, disel storage, camp facilities, welfare & medical facilities @ 5% of total of (a) i.e. on
Component for labour for excavation in bed sides, finishing & dressing for 10% of Quantity of per hour output ie. Of 70 cum = 7 cum
2/7 beldar required for 1 cum, therefore for 7 cum no of beldar required
T&P and Labour welfare 3%+Sundaries1% contractor profit 10% = 14% on
Total rate for 70 cum of excavation = (a)+(b)+©=
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
(b)
60.00 Cum
i
J.C.B.1.00 @ 919.50 919.50 No
Dumper3.00 @ 382.00 919.50 No
1839.00
ii
1839.00 5 91.95 %
iii
2.0 @ 135 270.00 No
270.00 14 37.80 %
Total 307.80
2238.75
For the strata Hard / dense soil soil (out put per hour)
Machinary required as
Total of (a) Total charges forn Machinary per hour with POL
component for daily transportation of equipments to camp, disel storage, camp facilities, welfare $ medical facilities @ 5% of total of (a) i.e. on
Component for labour for excavation in bed sides, finishing & dressing for 10% of Quantity of per hour output ie. Of 60 cum = 6 cum
1/3 beldar required for 1 cum, therefore for 6 cum no of beldar required =T&P and Labour welfare 3%+Sundaries1% contractor profit 10% I.e = 14% on
Total rate for 70 cum of excavation = (a)+(b)+©=
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
2238.75 90.89
2329.64
Therefore rate for per cum38.83
Say 39.00 Cum
(c)
40.00 Cum
i
J.C.B.1.00 @ 919.50 919.50 No
Dumper2.00 @ 382.00 919.50 No
1839.00
ii
1839.00 5 91.95 %
iii
2.5 @ 135 337.50 No
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
For the strata Hard / Dence soil soil (out put per hour)
Machinary required as
Total of (a) Total charges forn Machinary per hour with POL
component for daily transportation of equipments to camp, disel storage, camp facilities, welfare $ medical facilities @ 5% of total of (a) i.e. on
Component for labour for excavation in bed sides, finishing & dressing for 10% of Quantity of per hour output ie. Of 40 cum = 4 cum
5/8 beldar required for 1 cum, therefore for 4 cum no of beldar required =
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
337.50 14 47.25 %
Total 384.75
2315.70
2315.70 94.02
2409.72
Therefore rate for per cum60.24
Say 60.00 Cum
2
(A)
(i)
T&P and Labour welfare 3%+Sundaries1% contractor profit 10% = 14% i.e. on
Total rate for 70 cum of excavation = (a)+(b)+©=
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.
Irrigation anaylsis Chapter V Part "A" Item 2
Analysis for excavation in different type of strata
Machinary components
Use of hydraulic excavator & labour
Hitachi or L&T type excavator (0.75 cum Bucket capacity) hourly rate
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
Hourly rate1250.00 1250.00 Per Hr
Amount for Disel15.00 @ 43.90 658.50 P Hr
Total hourly rate for one no of J.C.B.1908.50 P Hr
(ii)
162.50 162.50 P Hr
Amount for Disel3.00 43.90 131.70 P Hr
Total hourly rate for one no of Dumper294.20 P Hr
(a)
45.00 Cum
i
J.C.B.1.00 @ 1908.50 1908.50 No
Dumper2.00 @ 294.20 588.40 No
2496.90
ii
2496.90 5 124.85 %
iii
Use of Dumpers & Hourly rate for Dumper
For strata Soft / Disintegrated rock (out put per hour)
Machinary required as
Total of (a) Total charges forn Machinary per hour with POL
component for daily transportation of equipments to camp, disel storage, camp facilities, welfare $ medical facilities @ 5% of total of (a) i.e. on
Component for labour for excavation in bed sides, finishing & dressing for 10% of Quantity of per hour output ie. of 45 cum = 4.5 cum
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
4.5 @ 135 607.50 No
607.50 14 85.05 %
Total 692.55
1405.80
3489.75 141.68
1547.48
Therefore rate for per cum34.39
Say 34.00 Cum
34.00
3
1 beldar required for 1 cum, therefore for 4.5 cum no of beldar required =
T&P and Labour welfare 3%+Sundaries1% contractor profit 10% = 14% on
Total rate for 70 cum of excavation = (a)+(b)+©=
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 50 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.
Irrigation anaylsis Chapter V Part "A" Item 17
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
(i)
Hourly rate1250.00 1250.00 P Hr
Amount for Disel7.25 @ 43.90 318.28 P Hr
Total hourly rate for one no of J.C.B.1568.28 P Hr
(ii)
162.50 162.50 P Hr
Amount for Disel3.00 @ 43.90 131.70 P Hr
Total hourly rate for one no of Dumper294.20 P Hr
iii75.00 75.00 P Hr
Amount for Disel0.20 @ 43.90 8.78 P Hr
Total hourly rate for one no of Tractor83.78 P Hr
iv Use of Karwa60.00 60.00 P Hr
70.00 Cum
i60.00
J.C.B.1.00 @ 1568.28 1568.28 no
Dumper3.00 @ 294.20 882.60 no
Tractor up to 40 hp1.00 @ 83.78 83.78 no
Karawha1.00 @ 60.00 60.00 no
2654.66
Machinary Component
Use of hydraulic excavator & labour
J.C.B. type excavator (0.750 cum Bucket capacity) hourly rate
Use of Dumpers & Hourly rate for Dumper
Use of Tractor up to 40 hp
Assuming per hour out put as cumMachinary required as:
Total of (a) {Total charges for Machinary for 1 hr with POL}
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
ii
2654.66 5 132.73 %
iii
3.50 @ 135 472.50 no
Mate 1/8 @ 145.00 18.13 no
Mistry 1/30 @ 205.00 6.83 no
497.46
497.46 14 69.64 %
567.10
Total rate for 80 cum of excavation =i+ii+iii= 3354.48
3354.48 4.06 136.19
3490.67
component for daily transportation of equipments to camp, disel storage, camp facilities, welfare& medical facilities 5% on
Component for labour for breaking of clods, sorting of grass, pebbles etc. & dressing for 10% of qty. of per hour output ie. 10 % of 70 cum =7 cum
1/2 beldar required for 1 cum, therefore for 7 cum no of beldar required=3.5 no
T&P and Labour welfare 3%+Sundaries1% contractor profit 10% I.e = 14% on
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
Rate for 1 cum49.87
Say 50.00 Cum
a.
4.10 Cum
b.
4.60 Cum
c.
4.10 Cum
d.
6.20 Cum
4
a.
0.022 @ 75.00 1.65 Cum
Tractor0.022 @ 600.00 13.20 Cum
14.85
14.85 12.00 1.78 %
16.63
Extra charges for lead beyond 50m and upto 250 m.
Extra charges for lead beyond 250m and upto 750m (½ km)
Add extra for each subsequent lead of 500m or part thereof beyond ½ Km and up to 5 km
Add extra beyond 5km for each subsequent km. or part there-of.
Compaction of earth or highly weathered strata
Irrigation anaylsis Chapter V Part "B" Item 20
By manually or plain roller. (density 90% of Proctor)Hire charges of Plain roller
Labour welfare 2%+contractor profit 10% I.e = 12% on
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
16.63 4.06 0.68 %
17.31
Say 17.00 Cum
b.
0.025 @ 100.00 2.50 Cum
0.025 @ 600.00 15.00 Cum
17.50
17.50 12 2.10 %
19.60
19.60 4.06 0.80
20.40
Say 20.00 Cum
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
By mechanical equipment such as sheep foot roller/ pneumatic tyred roller to obtain dry density of.
(i) at least 98% of Standard Proctor's density
Hire charges of Sheep foot roller
Tractor above 40 HP
Labour welfare 2%+contractor profit 10% I.e = 12% on
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
(ii) at least 95% of Standard Proctor's density
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
0.023 @ 100.00 2.30 Cum
0.023 @ 600.00 13.80 Cum
16.10
16.10 12 1.93 %
18.03
18.03 4.06 0.73
18.76
Say 19.00 Cum
c.
20.00% Cum
d.
10.00% Cum
5
Hire charges of Sheep foot roller
Tractor above 40 HP
Labour welfare 2%+contractor profit 10% I.e = 12% on
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
Add extra over item No. 20 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers.
Add extra over item No. 20 (b) Compaction of earth work by mechanically operated vibro compactor.
Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
Irrigation anaylsis Chapter V Part "B" Item 22
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
1/6 @ 135.00 22.50 no
Beldar for dressing 1/8 @ 135.00 16.88 no
39.38
39.38 14 5.51 %
44.89
44.89 4.06 1.82
46.71
Say 47.00 Cum
6
0.04 @ 135.00 5.40 no
5.40 14 0.76 %
6.16
6.16 4.06 0.25 %
6.41
Labour required for 1 cum
Beldar for excavation
T&P and Labour welfare 3%+Sundaries1% contractor profit 10% I.e = 14% on
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
Dressing of uneven embankment in required profile Irrigation
anaylsis Chapter V Part "B" Item 25
Beldar for dreessing, ramming etcT&P and Labour welfare 3%+Sundaries1% contractor profit 10% I.e = 14% on
Income tax 2.06% + Sale tax 1.50% + Royalti 0.50% I.e = 4.06 % on
S.No.Item Labour Total Unit Ref
Basic Rate In
Rate in Material
Say 6.00 Sqm