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