Chapter - I
DAM AND ALLIED WORKS - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)
FOR THE YEAR :2019-20
DAM AND ALLIED WORKS - DATA RATES
Directions to add Seigniorage Charges and Additional Lead Charges
Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added in the Part-B of the estimate
Additional Lead and Lift Charges:
1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:
Additional lead charges for Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again
Example:
Total lead for sand from approved sand quarry : | 15 Km | |
Initial lead included in the basic rate in the SR : | 1 Km | |
Additional lead charges : Lead charges for 5 km | Rs. | 85.6 |
Lead charges for next 10 km | Rs. | 128 |
Total lead charges for 15 km /cum | Rs. | 213.6 |
Less 1 km initial lead charges /cum | Rs. | 32.10(-) |
Net additional lead charges / cum | Rs. | 181.5 |
3. The Leads for Steel shall be from the nearest market place to the Project area.
4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above)
Example:
Total lead for earth from approved borrow area : | 15 Km | |
Initial lead included in the basic rate in the SR : | 1 Km | |
Additional lead charges : Lead charges for 5 km | Rs. | 85.60 |
Lead charges for next 10 km | Rs. | 128 |
Total lead charges for 15 km /cum | Rs. | 213.60 |
Less 1 km initial lead charges /cum | Rs. | 32.10(-) |
Net additional lead charges / cum | Rs. | 181.50 |
DATA: RATE ANALYSIS
A. MATERIALS: UNIT
880 cum
Sl No | Particulars | Unit | Quantity | Rate in Rs. | Amount in Rs |
1 | NIL | 0 | 0 | 0 | |
0 | 0 | 0 | |||
Total cost of Materials Rs: | 0 |
B. MACHINERY:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 8 | 1418.6 | 11348.8 |
Fuel / Energy charges | Hour | 8 | 1074.8 | 8598.4 | |
2 | Dumpers 5 cum capacity 6 Nos | Hour | 48 | 482.8 | 23174.4 |
Fuel / Energy charges | Hour | 48 | 492.4 | 23635.2 | |
3 | Tipper 5 cum capacity 1 No | Hour | 8 | 371.4 | 2971.2 |
Fuel / Energy charges | Hour | 8 | 369.3 | 2954.4 | |
Total cost of Machinery Rs: | 72682.40 |
C. LABOUR:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 8.00 | 267.80 | 2142.40 |
2 | Crew for Dumper | Hour | 48.00 | 257.10 | 12340.80 |
3 | Crew for Tipper | Hour | 8.00 | 200.90 | 1607.20 |
4 | Work inspector | Day | 1.00 | 520.00 | 520.00 |
5 | Mazdoor | Day | 16.00 | 420.00 | 6720.00 |
Total cost of Labour Rs: | 23330.40 |
Labour component/unit qty | : | 26.50 |
Add contractor's profit and overhead charges 13.615% | : | 3.60 |
Labour component/unit qty (including contractor's profit) | : | 30.10 |
ABSTRACT: A. Cost of Materials |
Rs: 0.00 | |||||||||
B. Hire charges of Machinery C. Cost of Labour |
Rs: 72682.40 Rs: 23330.40 |
|||||||||
Total | Rs: 96012.80 | |||||||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs. 13072.14 | ||||||||
Total cost for 880.00 | cum | Rs: 109084.94 | ||||||||
Rate per cum (A+B+C+D)/880 | Rs: 124.00 |
IRR-DAW-1-2
Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
520 cum
Sl No | Particulars | Unit | Quantity | Rate in Rs. | Amount in Rs |
1 | NIL | 0 | 0 | 0 | |
0 | 0 | 0 | |||
Total cost of Materials Rs: | 0 |
B. MACHINERY:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 8.00 | 1418.60 | 11348.80 |
Fuel / Energy charges | Hour | 8.00 | 1074.80 | 8598.40 | |
2 | Dumpers 5 cum capacity( 4 Nos) | Hour | 32.00 | 482.80 | 15449.60 |
Fuel / Energy charges | Hour | 32.00 | 492.40 | 15756.80 | |
3 | Tipper 5 cum capacity( 1 No) | Hour | 8.00 | 371.40 | 2971.20 |
Fuel / Energy charges | Hour | 8.00 | 369.30 | 2954.40 | |
Total hire charges of Machinery Rs: | 57079.20 |
C. LABOUR:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 8.00 | 267.80 | 2142.40 |
2 | Crew for Dumper | Hour | 32.00 | 257.10 | 8227.20 |
3 | Crew for Tipper | Hour | 8.00 | 200.90 | 1607.20 |
4 | Work inspector | Day | 1.00 | 520.00 | 520.00 |
5 | Crowbarman | Day | 2.50 | 460.00 | 1150.00 |
6 | Mazdoor | Day | 10.00 | 420.00 | 4200.00 |
Total hire charges of Machinery Rs: | 17846.80 |
Labour component/unit qty | : | 34.30 |
Add contractor's profit and overhead charges 13.615% | : | 4.70 |
Labour component/unit qty (including contractor's profit) | : | 39.00 |
ABSTRACT: A. Cost of Materials |
Rs: 0.00 | |||||||||
B. Hire charges of Machinery | Rs: 57079.20 | |||||||||
C. Cost of Labour | Rs: 17846.80 | |||||||||
Total | Rs: 74926.00 | |||||||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs. 10201.17 | ||||||||
Total cost for 520.00 | cum | Rs: 85127.17 | ||||||||
Rate per cum (A+B+C+D)/520 | Rs: 163.70 |
IRR-DAW-1-3
Excavation for foundation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
520 cum
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of 1.5 m drill rod | Rm | 216.00 | 18.24 | 3939.84 |
Reconditioning charges @ | 10% | 393.98 | |||
2 | Use rate of air hose 4 Nos. | Hour | 26.00 | 10.25 | 266.50 |
3 | Explosive small dia | Kg | 104.00 | 60.00 | 6240.00 |
4 | Electric detonators | Nos | 154.00 | 9.00 | 1386.00 |
5 | Fuse coil | Rm | 320.00 | 7.00 | 2240.00 |
6 | Sundries | LS | 5.00 | 31.00 | 155.00 |
Total cost of Materials: | 14621.32 |
B. MACHINERY:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 8.00 | 1418.60 | 11348.80 |
Fuel / Energy charges | Hour | 8.00 | 1074.80 | 8598.40 | |
2 | Dumpers 5 cum capacity 4 Nos. | Hour | 32.00 | 482.80 | 15449.60 |
Fuel / Energy charges | Hour | 32.00 | 492.40 | 15756.80 | |
3 | Tipper 5 cum capacity 1 No | Hour | 8.00 | 371.40 | 2971.20 |
Fuel / Energy charges | Hour | 8.00 | 369.30 | 2954.40 | |
4 | Air compressor 8.5 cmm ( ele ) 2 Nos | Hour | 13.00 | 142.00 | 1846.00 |
Fuel / Energy charges | Hour | 13.00 | 478.40 | 6219.20 | |
5 | Jack hammers 4 Nos. | Hour | 26.00 | 16.50 | 429.00 |
Fuel / Energy charges | Hour | 26.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs: | 65573.4 |
C. LABOUR:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 8.00 | 267.80 | 2142.40 |
2 | Crew for Dumper | Hour | 32.00 | 257.10 | 8227.20 |
3 | Crew for Tipper | Hour | 8.00 | 200.90 | 1607.20 |
4 | Crew for Air compressor | Hour | 13.00 | 189.20 | 2459.60 |
5 | Crew for Jack hammer | Hour | 26.00 | 378.30 | 9835.80 |
6 | work inspector | Day | 1.00 | 520.00 | 520.00 |
7 | Blaster | Day | 1.00 | 570.00 | 570.00 |
8 | Helper blaster | Day | 1.00 | 460.00 | 460.00 |
9 | Crowbarman | Day | 2.50 | 460.00 | 1150.00 |
10 | Stone breaker | Day | 1.00 | 460.00 | 460.00 |
11 | mazdoor | Day | 10.00 | 420.00 | 4200.00 |
Total cost of Labour Rs. | 31632.20 |
Labour component/unit qty | : | 60.80 |
Add contractor's profit and overhead charges 13.615% | : | 8.30 |
Labour component/unit qty (including contractor's profit) | : | 69.10 |
ABSTRACT: A. Cost of Materials |
Rs:14621.32 | |||||||||
B. Hire charges of Machinery | Rs:65573.40 | |||||||||
C. Cost of Labour | Rs:31632.20 | |||||||||
Total | Rs:111826.92 | |||||||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs:15225.24 | ||||||||
Total cost for 520.00 | cum | Rs:127052.16 | ||||||||
Rate per cum (A+B+C+D)/520 | Rs:244.30 |
IRR-DAW-1-3A
New Item 2015-16-1
Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
520 cum
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of 1.5 m drill rod | Rm | 216.00 | 18.24 | 3939.84 |
Reconditioning charges @ | 10% | 393.98 | |||
2 | Use rate of air hose 4 Nos. | Hour | 26.00 | 10.25 | 266.50 |
3 | Use rate of chain link wire mesh | Sq.m | 500.00 | 65.54 | 32768.75 |
4 | Use rate of Sand Bags | Nos | 190.00 | 73.90 | 14041.00 |
5 | Explosive small dia | Kg | 104.00 | 60.00 | 6240.00 |
6 | Electric delay detonators | Nos | 154.00 | 18.00 | 2772.00 |
7 | Fuse Coil | Rm | 320.00 | 7.00 | 2240.00 |
8 | Sundries | LS | 5.00 | 31.00 | 155.00 |
Total cost of Materials Rs. | 62817.07 |
B. MACHINERY:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 8.00 | 1418.60 | 11348.80 |
Fuel / Energy charges | Hour | 8.00 | 1074.80 | 8598.40 | |
2 | Angle dozer 90 hp | Hour | 1.00 | 1426.00 | 1426.00 |
Fuel / Energy charges | Hour | 1.00 | 751.90 | 751.90 | |
3 | Dumpers 5 cum capacity 4 Nos. | Hour | 32.00 | 482.80 | 15449.60 |
Fuel / Energy charges | Hour | 32.00 | 492.40 | 15756.80 | |
4 | Tipper 5 cum capacity 1 No | Hour | 8.00 | 371.40 | 2971.20 |
Fuel / Energy charges | Hour | 8.00 | 369.30 | 2954.40 | |
5 | Air compressor 8.5 cmm ( ele ) 2 Nos | Hour | 13.00 | 142.00 | 1846.00 |
Fuel / Energy charges | Hour | 13.00 | 478.40 | 6219.20 | |
6 | Jack hammers 4 Nos. | Hour | 26.00 | 16.50 | 429.00 |
Fuel / Energy charges | Hour | 26.00 | 0.00 | 0.00 | |
Total cost of Materials Rs. | 67751.30 |
C. LABOUR:
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 8.00 | 267.80 | 2142.40 |
2 | Crew for Angle dozer | Hour | 1.00 | 267.80 | 267.80 |
3 | Crew for Dumper | Hour | 32.00 | 257.10 | 8227.20 |
4 | Crew for Tipper | Hour | 8.00 | 200.90 | 1607.20 |
5 | Crew for Air compressor | Hour | 13.00 | 189.20 | 2459.60 |
6 | Crew for Jack hammer | Hour | 26.00 | 378.30 | 9835.80 |
7 | Work inspector | Day | 3.00 | 520.00 | 1560.00 |
8 | Blaster | Day | 1.50 | 570.00 | 855.00 |
9 | Helper blaster | Day | 2.00 | 460.00 | 920.00 |
10 | Crowbarman | Day | 2.50 | 460.00 | 1150.00 |
11 | Stone breaker | Day | 2.00 | 460.00 | 920.00 |
12 | Mazdoor | Day | 18.00 | 420.00 | 7560.00 |
Total cost of Materials Rs. | 37505.00 |
Labour component/unit qty | : | 72.10 |
Add contractor's profit and overhead charges 13.615% | : | 9.80 |
Labour component/unit qty (including contractor's profit) | : | 81.90 |
ABSTRACT: A. Cost of Materials |
Rs: 62817.07 | |||||||||
B. Hire charges of Machinery C. Cost of Labour |
Rs: 67751.30 Rs: 37505.00 |
|||||||||
Total | Rs:168073.37 | |||||||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.22883.19 | ||||||||
Total cost for 520.00 | cum | Rs:190956.56 | ||||||||
Rate per cum (A+B+C+D)/520 | Rs:367.20 |
IRR-DAW-1-4 (a)
Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with initial lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
320 cum
A. MATERIALS: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of drill rod 1.5 m long | Rm | 310.00 | 24.31 | 7537.13 |
Reconditioning charges @ | 10% | 753.71 | |||
2 | Use rate of air hose 4 Nos. | Hour | 48.00 | 10.25 | 492.00 |
3 | Explosive small dia | Kg | 95.00 | 60.00 | 5700.00 |
4 | Ordinary detonators | Nos | 10.00 | 5.00 | 50.00 |
5 | Electric detonators | Nos | 333.00 | 9.00 | 2997.00 |
6 | Fuse Coil | Rm | 450.00 | 7.00 | 3150.00 |
7 | Sundries | LS | 5.00 | 31.00 | 155.00 |
Total cost of Materials Rs. | 20834.84 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 8.00 | 1418.60 | 11348.80 |
Fuel / Energy charges | Hour | 8.00 | 1074.80 | 8598.40 | |
2 | Angle dozer 90 hp | Hour | 24.00 | 482.80 | 11587.20 |
Fuel / Energy charges | Hour | 24.00 | 492.40 | 11817.60 | |
3 | Dumpers 5 cum capacity 4 Nos. | Hour | 4.00 | 371.40 | 1485.60 |
Fuel / Energy charges | Hour | 4.00 | 369.30 | 1477.20 | |
4 | Tipper 5 cum capacity 1 No | Hour | 1.00 | 1426.00 | 1426.00 |
Fuel / Energy charges | Hour | 1.00 | 751.90 | 751.90 | |
5 | Air compressor 8.5 cmm ( ele ) 2 Nos | Hour | 24.00 | 142.00 | 3408.00 |
Fuel / Energy charges | Hour | 24.00 | 478.40 | 11481.60 | |
6 | Jack hammers 4 Nos. | Hour | 48.00 | 16.50 | 792.00 |
Fuel / Energy charges | Hour | 48.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs. | 64174.30 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 8.00 | 267.80 | 2142.40 |
2 | Crew for Dumper | Hour | 24.00 | 257.10 | 6170.40 |
3 | Crew for Tipper | Hour | 4.00 | 200.90 | 803.60 |
4 | Crew for Dozer | Hour | 1.00 | 267.80 | 267.80 |
5 | Crew for Air compressor | Hour | 24.00 | 189.20 | 4540.80 |
6 | Crew for Jack hammer | Hour | 48.00 | 378.30 | 18158.40 |
7 | Work inspector | Day | 1.00 | 520.00 | 520.00 |
8 | Blaster | Day | 1.00 | 570.00 | 570.00 |
9 | Helper blaster | Day | 1.00 | 460.00 | 460.00 |
10 | Crowbarman | Day | 1.00 | 460.00 | 460.00 |
11 | Stone breaker | Day | 2.00 | 460.00 | 920.00 |
12 | Mazdoor | Day | 6.00 | 420.00 | 2520.00 |
Total cost of Labour Rs. | 37533.40 |
Labour component/unit qty | : | 72.10 |
Add contractor's profit and overhead charges 13.615% | : | 9.80 |
Labour component/unit qty (including contractor's profit) | : | 81.90 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 62817.07 | ||||
B. Hire charges of Machinery | Rs: 67751.30 | ||||
C. Cost of Labour | Rs: 37505.00 | ||||
Total | Rs:168073.37 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.22883.19 | |||
Total cost for 520.00 | cum | Rs:190956.56 | |||
Rate per cum (A+B+C+D)/520 | Rs:367.20 |
IRR-DAW-1-5 (b)
Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting method and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
480 cum
A. MATERIALS: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of drill rod 1.5 m length | Rm | 464.00 | 24.31 | 11279.84 |
Reconditioning charges @ | 10% | 1128.14 | |||
2 | Use rate of air hose 4 Nos. | Hour | 70.00 | 10.25 | 717.50 |
3 | Use rate of chain link wire mesh | sqm | 715.00 | 65.54 | 46861.10 |
4 | Use rate of sand bag | Nos | 580.00 | 73.90 | 42862.00 |
5 | Explosive small dia | Kg | 149.00 | 60.00 | 8940.00 |
6 | Ordinary detonators | Nos | 23.00 | 5.00 | 115.00 |
7 | Electric delay detonators | Nos | 500.00 | 18.00 | 9000.00 |
8 | Fuse Coil | Rm | 700.00 | 7.00 | 4900.00 |
9 | Sundries | LS | 10.00 | 31.00 | 310.00 |
Total cost of Materials Rs. | 126113.58 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 12.00 | 1418.60 | 17023.20 |
Fuel / Energy charges | Hour | 12.00 | 1074.80 | 12897.60 | |
2 | Angle dozer 90 hp | Hour | 2.00 | 1426.00 | 2852.00 |
Fuel / Energy charges | Hour | 2.00 | 751.90 | 1503.80 | |
3 | Dumpers 5 cum capacity 3 Nos. | Hour | 36.00 | 482.80 | 17380.80 |
Fuel / Energy charges | Hour | 36.00 | 492.40 | 17726.40 | |
4 | Tipper 5 cum capacity 1 No | Hour | 4.00 | 371.40 | 1485.60 |
Fuel / Energy charges | Hour | 4.00 | 369.30 | 1477.20 | |
5 | Air compressor 8.5 cmm ( ele ) 2 Nos | Hour | 35.00 | 142.00 | 4970.00 |
Fuel / Energy charges | Hour | 35.00 | 478.40 | 16744.00 | |
6 | Jack hammers 4 Nos. | Hour | 70.00 | 16.50 | 1155.00 |
Fuel / Energy charges | Hour | 70.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs. | 95215.60 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 12.00 | 267.80 | 3213.60 |
2 | Crew for Angle dozer | Hour | 2.00 | 267.80 | 535.60 |
3 | Crew for Dumper | Hour | 36.00 | 257.10 | 9255.60 |
4 | Crew for Tipper | Hour | 4.00 | 200.90 | 803.60 |
5 | Crew for Air compressor | Hour | 35.00 | 189.20 | 6622.00 |
6 | Crew for Jack hammer | Hour | 70.00 | 378.30 | 26481.00 |
7 | Work inspector | Day | 4.50 | 520.00 | 2340.00 |
8 | Blaster | Day | 1.50 | 570.00 | 855.00 |
9 | Helper blaster | Day | 3.00 | 460.00 | 1380.00 |
10 | Crowbarman | Day | 2.50 | 460.00 | 1150.00 |
11 | Stone breaker | Day | 2.50 | 460.00 | 1150.00 |
12 | Mazdoor | Day | 20.00 | 420.00 | 8400.00 |
Total cost of Materials Rs. | 62186.40 |
Labour component/unit qty | : | 129.60 |
Add contractor's profit and overhead charges 13.615% | : | 17.60 |
Labour component/unit qty (including contractor's profit) | : | 147.20 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 126113.34 | ||||
B. Hire charges of Machinery | Rs: 95215.60 | ||||
C. Cost of Labour | Rs: 62186.40 | ||||
Total | Rs:283515.34 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.38600.61 | |||
Total cost for 480.00 | cum | Rs:322115.95 | |||
Rate per cum (A+B+C+D)/480 | Rs:671.10 |
IRR-DAW-1-6 (c)
Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by line drilling and smooth blasting and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including dressing sides and bed to required level / profile, placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto 1 km and all lifts.
Note :
i ) 1 m width of excavation along the face to be dressed shall be treated as excavation by line drilling and smooth blasting.
ii) The rate includes controlling fly-rock wherever required.
iii) The rate under this item shall be paid only on ascertaining that the surface requiring dressing has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval.
iv) In case, where the above criteria is not fulfilled payment shall be restricted to the rate provided for excavation by normal or controlled blasting as the case may be.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
40.00 cum
A. MATERIALS: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of drill rod 1.5 m length | Rm | 138.00 | 24.31 | 3355.24 |
Reconditioning charges @ | 10% | 335.52 | |||
2 | Use rate of 50 m air hose 4 Nos. | Hour | 22.00 | 10.25 | 225.50 |
3 | Explosive small dia | Kg | 10.50 | 60.00 | 630.00 |
4 | Ordinary detonators | Nos | 2.00 | 5.00 | 10.00 |
5 | Electric delay detonators | Nos | 76.00 | 18.00 | 1368.00 |
6 | Fuse Coil | Rm | 140.00 | 7.00 | 980.00 |
7 | Sundries | LS | 2.00 | 31.00 | 62.00 |
Total cost of Materials Rs. | 6966.26 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Shovel 0.85 cum capacity | Hour | 1.00 | 1418.60 | 1418.60 |
Fuel / Energy charges | Hour | 1.00 | 1074.80 | 1074.80 | |
2 | Angle dozer 90 hp | Hour | 0.25 | 1426.00 | 356.50 |
Fuel / Energy charges | Hour | 0.25 | 751.90 | 187.98 | |
3 | Dumpers 5 cum capacity 3 Nos. | Hour | 3.00 | 482.80 | 1448.40 |
Fuel / Energy charges | Hour | 3.00 | 492.40 | 1477.20 | |
4 | Air compressor 8.5 cmm ( ele ) 2 Nos | Hour | 11.00 | 142.00 | 1562.00 |
Fuel / Energy charges | Hour | 11.00 | 478.40 | 5262.40 | |
5 | Jack hammers 4 Nos. | Hour | 22.00 | 16.50 | 363.00 |
Fuel / Energy charges | Hour | 22.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs. | 13150.88 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Shovel | Hour | 1.00 | 267.80 | 267.80 |
2 | Crew for Angle dozer | Hour | 0.25 | 267.80 | 66.95 |
3 | Crew for Dumper | Hour | 3.00 | 257.10 | 771.30 |
4 | Crew for Air compressor | Hour | 11.00 | 189.20 | 2081.20 |
5 | Crew for Jack hammer | Hour | 22.00 | 378.30 | 8322.60 |
6 | Work inspector | Day | 0.50 | 520.00 | 260.00 |
7 | Blaster | Day | 0.50 | 570.00 | 285.00 |
8 | Helper blaster | Day | 0.50 | 460.00 | 230.00 |
9 | Crowbarman | Day | 0.50 | 460.00 | 230.00 |
10 | Stone breaker | Day | 0.50 | 460.00 | 230.00 |
11 | Mazdoor | Day | 2.00 | 420.00 | 840.00 |
Total cost of Materials Rs. | 13584.85 |
Labour component/unit qty | : | 339.60 |
Add contractor's profit and overhead charges 13.615% | : | 46.20 |
Labour component/unit qty (including contractor's profit) | : | 385.80 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 6966.26 | ||||
B. Hire charges of Machinery | Rs: 13150.88 | ||||
C. Cost of Labour | Rs: 13584.85 | ||||
Total | Rs:33701.99 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.4588.53 | |||
Total cost for 40.00 | cum | Rs:38290.52 | |||
Rate per cum (A+B+C+D) /40 | Rs:957.30 |
IRR-DAW-1-7
Preparing foundation bed for masonry or concrete by benching, stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet etc., complete with initial lead upto 50 m and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
100.00 sqm
A. MATERIALS: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | NIL | 0.00 | 0.00 | 0.00 | |
Total cost of Materials Rs. | 0.00 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Air compressor 8.5 cmm ( ele ) | Hour | 1.00 | 142.00 | 142.00 |
Fuel / Energy charges | Hour | 1.00 | 478.40 | 478.40 | |
2 | Pump 5 hp (ele) | Hour | 1.00 | 2.50 | 2.50 |
Fuel / Energy charges | Hour | 1.00 | 42.50 | 42.50 | |
Total hire charges of Machinery Rs. | 665.40 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Air compressor | Hour | 1.00 | 189.20 | 189.20 |
2 | Crew for Pump | Hour | 1.00 | 95.50 | 95.50 |
3 | Stone breaker | Day | 2.00 | 460.00 | 920.00 |
4 | Mazdoor | Day | 2.50 | 420.00 | 1050.00 |
5 | Crowbarman | Day | 2.00 | 460.00 | 920.00 |
Total cost of Materials Rs. | 3174.70 |
Labour component/unit qty | : | 31.70 |
Add contractor's profit and overhead charges 13.615% | : | 4.30 |
Labour component/unit qty (including contractor's profit) | : | 36.00 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 0.00 | ||||
B. Hire charges of Machinery | Rs: 665.40 | ||||
C. Cost of Labour | Rs: 3174.70 | ||||
Total | Rs:3840.10 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.522.83 | |||
Total cost for 100.00 | sqm | Rs:4362.93 | |||
Rate per sqm (A+B+C+D) / 100 | Rs:43.60 |
IRR-DAW-1-8
Preparing foundation bed for cut-off trench filling in rock portion by removing all loose materials by wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
100.00 sqm
A. MATERIALS: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | NIL | 0.00 | 0.00 | 0.00 | |
Total cost of Materials Rs. | 0.00 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | NIL | 0.00 | 00.00 | 00.00 | |
Total cost of Machinery Rs. | 0.00 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crowbarman | Day | 2.00 | 460.00 | 920.00 |
2 | Stone breaker | Day | 2.00 | 460.00 | 920.00 |
3 | Mazdoor | Day | 2.50 | 420.00 | 840.00 |
Total cost of Materials Rs. | 2680.00 |
Labour component/unit qty | : | 26.80 |
Add contractor's profit and overhead charges 13.615% | : | 3.60 |
Labour component/unit qty (including contractor's profit) | : | 30.40 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 0.00 | ||||
B. Hire charges of Machinery | Rs: 0.00 | ||||
C. Cost of Labour | Rs: 2680.00 | ||||
Total | Rs:2680.00 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.364.88 | |||
Total cost for 100.00 | Rm | Rs:3044.88 | |||
Rate per Rm (A+B+C+D) / 100 | Rs:30.40 |
IRR-DAW-1-9
Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to vertical in rock /masonry/ concrete by percussion drilling using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete. for drilling upto 6 m depth from surface.
NOTE:
The item rate for drilling through rock / masonry / concrete includes redrilling through partially set grout, if any, in the portion of hole already grouted.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
96.00 Rm
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of cross bit 50 mm dia | Rm | 96.00 | 62.38 | 5988.00 |
Use rate of 50 mm dia air hose 50 m | Hour | 8.00 | 15.88 | 127.00 | |
Use rate of extension rod 4.5 m | Rm | 96.00 | 5.76 | 552.25 | |
Total cost of Materials Rs. | 6668.25 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Waggon drill | Hour | 8.00 | 156.70 | 1253.60 |
Fuel / Energy charges | Hour | 8.00 | 0.00 | 0.00 | |
2 | Air compressor 8.5 cmm ( ele ) | Hour | 8.00 | 142.00 | 1136.00 |
Fuel / Energy charges | Hour | 8.00 | 478.40 | 3827.20 | |
3 | Sundries | LS | 2.00 | 31.00 | 62.00 |
Total hire charges of Machinery Rs. | 6278.80 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Waggon drill | Hour | 8.00 | 321.40 | 2571.20 |
2 | Crew for Air compressor | Hour | 8.00 | 189.20 | 1513.60 |
3 | Mazdoor | Day | 2.00 | 420.00 | 840.00 |
Total cost of Materials Rs. | 4924.80 |
Labour component/unit qty | : | 51.30 |
Add contractor's profit and overhead charges 13.615% | : | 7.00 |
Labour component/unit qty (including contractor's profit) | : | 58.30 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 6668.25 | ||||
B. Hire charges of Machinery | Rs: 6278.80 | ||||
C. Cost of Labour | Rs: 4924.80 | ||||
Total | Rs:17871.85 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.2433.25 | |||
Total cost for 96.00 | Rm | Rs:20305.10 | |||
Rate per Rm (A+B+C+D) / 96 | Rs:211.50 |
IRR-DAW-1-10
Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes including water intake observations after flushing, cost of all materials, machinery, labour etc., complete.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
192.00 Rm
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of air hose 2 Nos x 8 hrs | Hour | 16.00 | 10.25 | 164.00 |
Use rate of water hose 2 Nos x 8 hrs | Hour | 16.00 | 10.25 | 164.00 | |
Sundries | LS | 2.00 | 31 | 62.00 | |
Total cost of Materials Rs. | 390.00 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Air compressor 8.5 cmm ( ele ) | Hour | 8.00 | 142.00 | 1136.00 |
Fuel / Energy charges | Hour | 8.00 | 478.40 | 3827.20 | |
2 | Pump 5 hp ( ele ) | Hour | 8.00 | 2.50 | 20.00 |
Fuel / Energy charges | Hour | 8.00 | 42.50 | 340.00 | |
3 | Sundries | LS | 2.00 | 31.00 | 62.00 |
Total hire charges of Machinery Rs. | 5385.20 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Air compressor | Hour | 8.00 | 189.20 | 1513.60 |
2 | Crew for Pump | Hour | 8.00 | 95.50 | 764.00 |
3 | Mazdoor | Day | 4.00 | 420.00 | 1680.00 |
Total cost of Materials Rs. | 3957.60 |
Labour component/unit qty | : | 20.60 |
Add contractor's profit and overhead charges 13.615% | : | 2.80 |
Labour component/unit qty (including contractor's profit) | : | 23.40 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 390.00 | ||||
B. Hire charges of Machinery | Rs: 5385.20 | ||||
C. Cost of Labour | Rs: 3957.60 | ||||
Total | Rs:9732.80 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.1325.12 | |||
Total cost for 192.00 | Rm | Rs:11057.92 | |||
Rate per Rm (A+B+C+D) / 192 | Rs:57.60 |
IRR-DAW-1-11 (a)
Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
1.05 tonne
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Cement | Tonne | 1.05 | 3900.00 | 4095.00 |
2 | Use rate of 50 m pressure hose | Hour | 8.00 | 10.25 | 82.00 |
3 | Sundries ( packer assembly etc ) | LS | 3.00 | 31.00 | 93.00 |
Total cost of Materials Rs. | 4270.00 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Grouting equipment | Hour | 8.00 | 20.70 | 165.60 |
Fuel / Energy charges | Hour | 8.00 | 42.50 | 340.00 | |
2 | Pump 5 hp ( ele ) | Hour | 2.00 | 2.50 | 5.00 |
Fuel / Energy charges | Hour | 2.00 | 42.50 | 85.00 | |
3 | Sundries | LS | 2.00 | 31.00 | 62.00 |
Total hire charges of Machinery Rs. | 657.60 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Grout pump | Hour | 8.00 | 302.60 | 2420.80 |
2 | Crew for Pump | Hour | 2.00 | 95.50 | 191.00 |
3 | Mazdoor (cement handling) | Day | 2.00 | 420.00 | 840.00 |
Total cost of Materials Rs. | 3451.80 |
Labour component/unit qty | : | 3287.40 |
Add contractor's profit and overhead charges 13.615% | : | 447.60 |
Labour component/unit qty (including contractor's profit) | : | 3735.00 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 4270.00 | ||||
B. Hire charges of Machinery | Rs: 657.60 | ||||
C. Cost of Labour | Rs: 3451.80 | ||||
Total | Rs:8379.40 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.1140.86 | |||
Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges) | 168.90 Rs/ Tonne | 177.345 | |||
Total cost for 1.05 | tonne | Rs:9697.61 | |||
Rate per tonne (A+B+C+D) / 1.05 | Rs:9235.80 |
IRR-DAW-1-12 (b)
Curtain grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
1.05 tonne
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Cement | Tonne | 1.05 | 3900.00 | 4095.00 |
2 | Use rate of 100 m pressure hose | Hour | 8.00 | 20.50 | 164.00 |
3 | Use rate of 400 m GI pipe | Hour | 8.00 | 5.60 | 44.80 |
4 | Sundries ( packer assembly etc ) | LS | 3.00 | 31.00 | 93.00 |
Total cost of Materials Rs. | 4396.80 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Grouting equipment | Hour | 8.00 | 20.70 | 165.60 |
Fuel / Energy charges | Hour | 8.00 | 42.50 | 340.00 | |
2 | Pump 5 hp ( ele ) | Hour | 2.00 | 2.50 | 5.00 |
Fuel / Energy charges | Hour | 2.00 | 42.50 | 85.00 | |
3 | Sundries | LS | 2.00 | 31.00 | 62.00 |
Total hire charges of Machinery Rs. | 657.60 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Grout pump | Hour | 8.00 | 302.60 | 2420.80 |
2 | Crew for Pump | Hour | 2.00 | 95.50 | 191.00 |
3 | Pipe fitter | Day | 1.00 | 580.00 | 580.00 |
4 | Mazdoor (cement handling) | Day | 3.00 | 420.00 | 1260.00 |
Total cost of Materials Rs. | 4451.80 |
Labour component/unit qty | : | 4239.80 |
Add contractor's profit and overhead charges 13.615% | : | 577.20 |
Labour component/unit qty (including contractor's profit) | : | 4817.00 |
ABSTRACT: | |||||
A. Cost of Materials | Rs: 4396.80 | ||||
B. Hire charges of Machinery | Rs: 657.60 | ||||
C. Cost of Labour | Rs: 4451.80 | ||||
Total | Rs:9506.20 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.1294.27 | |||
Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges) | 168.90 Rs/ Tonne | 177.345 | |||
Total cost for 1.05 | tonne | Rs:10977.82 | |||
Rate per tonne (A+B+C+D) / 1.05 | Rs:10455.10 |
IRR-DAW-1-13
Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete /masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1:1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Consider 25 anchor rods for analysis.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
25 Nos
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of drill bit 50 mm dia | Rm | 37.50 | 62.38 | 2339.25 |
2 | Use rate of air hose 50 m | Hour | 4.00 | 15.88 | 63.52 |
3 | Anchor rod 25 mm dia | Kg | 303.22 | 38.50 | 11673.97 |
4 | Cement | Kg | 75.00 | 3.90 | 292.50 |
5 | Sand ( screened ) | Cum | 0.05 | 182.00 | 9.10 |
Total cost of Materials Rs. | 14378.34 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Air compressor 8.5 cmm ( ele ) | Hour | 4.00 | 142.00 | 568.00 |
Fuel / Energy charges | Hour | 4.00 | 478.40 | 1913.60 | |
2 | Waggon drill | Hour | 4.00 | 156.70 | 626.80 |
Fuel / Energy charges | Hour | 4.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs. | 3108.40 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Air compressor | Hour | 4.00 | 189.20 | 756.80 |
2 | Crew for Waggon drill | Hour | 4.00 | 321.40 | 1285.60 |
3 | Bar bender | Day | 0.50 | 625.00 | 312.50 |
4 | Mason Cl- II | Day | 0.50 | 460.00 | 230.00 |
5 | Mazdoor | Day | 1.00 | 420.00 | 420.00 |
Total cost of Materials Rs. | 3004.90 |
Labour component/unit qty | : | 120.20 |
Add contractor's profit and overhead charges 13.615% | : | 16.40 |
Labour component/unit qty (including contractor's profit) | : | 136.60 |
ABSTRACT: | |||||
A. Cost of Materials | Rs:14378.34 | ||||
B. Hire charges of Machinery | Rs: 3108.40 | ||||
C. Cost of Labour | Rs: 3004.90 | ||||
Total | Rs:20491.64 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.2789.94 | |||
Lead Charges for 1 Km for FA 0.05 cum @ | 32.1 Rs./Cum | 1.605 | |||
Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges) | 198.7 Rs/ Tonne | 60.249814 | |||
Total cost for 25 | Nos | Rs:23343.43 | |||
Rate per Each (A+B+C+D) / 25 | Rs:933.70 |
IRR-DAW-1-14
Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and other end provided with L- bend for embedding in concrete / masonry for spillway and appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete with initial lead upto 1 km and all lifts. Consider 25 anchor rods for analysis.
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Use rate of 50 mm dia drill bit | Rm | 31.25 | 62.38 | 1949.38 |
2 | Use rate of air hose 50 m 1 Nos. | Hour | 3.00 | 15.88 | 47.64 |
3 | Anchor rod 25 mm dia | Kg | 277.92 | 38.50 | 10699.92 |
4 | Cement | Kg | 62.50 | 3.90 | 243.75 |
5 | Gas for splitting anchor rods | LS | 5.00 | 34.60 | 173.00 |
6 | Steel wedges | LS | 10.00 | 15.00 | 150.00 |
Total cost of Materials Rs. | 13263.69 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Air compressor 8.5 cmm ( ele ) | Hour | 3.00 | 142.00 | 426.00 |
Fuel / Energy charges | Hour | 3.00 | 478.40 | 1435.20 | |
2 | Waggon drill | Hour | 3.00 | 156.70 | 470.10 |
Fuel / Energy charges | Hour | 3.00 | 0.00 | 0.00 | |
Total hire charges of Machinery Rs. | 2331.30 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Air compressor | Hour | 3.00 | 189.20 | 567.60 |
2 | Crew for Waggon drill | Hour | 3.00 | 321.40 | 964.20 |
3 | Bar bender | Day | 0.50 | 625.00 | 312.50 |
4 | Mason Cl- II | Day | 0.50 | 460.00 | 230.00 |
5 | Gas cutter | Day | 1.00 | 510.00 | 510.00 |
6 | Mazdoor | Day | 2.00 | 420.00 | 840.00 |
Total cost of Materials Rs. | 3424.30 |
Labour component/unit qty | : | 137.00 |
Add contractor's profit and overhead charges 13.615% | : | 18.70 |
Labour component/unit qty (including contractor's profit) | : | 155.70 |
ABSTRACT: | |||||
A. Cost of Materials | Rs:13263.69 | ||||
B. Hire charges of Machinery | Rs: 2331.30 | ||||
C. Cost of Labour | Rs: 3424.30 | ||||
Total | Rs:19019.29 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.2589.48 | |||
Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 0.28 tonne @ |
198.7 Rs/ Tonne | 55.222704 | |||
Total cost for 25 | Nos | Rs:21663.99 | |||
Rate per Each (A+B+C+D) / 25 | Rs:866.60 |
IRR-DAW-2 : REINFORCEMENT & CEMENT CONCRETE WORKS :
RR-DAW-2-1A
Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
1 Tonne
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Rein.Steel with 5 % wastage | Tonne | 1.05 | 38500.00 | 40425.00 |
2 | Binding wire 1.25 mm dia | Kg | 9.00 | 55.00 | 495.00 |
Total cost of Materials Rs. | 40920.00 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
Total hire charges of Machinery Rs. | 0.00 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Bar bender | Day | 2.00 | 625.00 | 1250.00 |
2 | Mazdoor | Day | 6.84 | 420.00 | 2872.80 |
Total cost of Materials Rs. | 4122.80 |
Labour component/unit qty | : | 4122.80 |
Add contractor's profit and overhead charges 13.615% | : | 561.30 |
Labour component/unit qty (including contractor's profit) | : | 4684.10 |
ABSTRACT: | |||||
A. Materials | Rs:40920.00 | ||||
B. Machinery | Rs: 0.00 | ||||
C. Labour | Rs: 4122.80 | ||||
Total | Rs:45042.80 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.6132.58 | |||
Lead Charges for 1Km for Steel (including Loading and Unloading Charges) |
198.7 Rs/ Tonne | 208.635 | |||
Total cost for 1.00 | Nos | Rs:51384.02 | |||
Rate per Each (A+B+C+D) / 1 | Rs:51384.02 |
IRR-DAW-2-1B
Providing, fabricating and placing in position reinforcement steel for RCC above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. overlaps and wastage as per NHAI-data welding joints considered for bars above 36 mm diameter.
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Rein.Steel with 2.5 % wastage | Tonne | 1.03 | 38500.00 | 39462.50 |
2 | Welding electrodes 5 per joint and 14 joints pe | Kg | 70.00 | 12.00 | 840.00 |
Total cost of Materials Rs. | 40302.50 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
Welding machine | Hour | 10.00 | 14.40 | 144.00 | |
fuel charges | Hour | 10.00 | 102.10 | 1021.00 | |
Total hire charges of Machinery Rs. | 1165.00 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Welder | Day | 2.50 | 510.00 | 1275.00 |
2 | Bar bender | Day | 2.00 | 625.00 | 1250.00 |
3 | Mazdoor | Day | 6.84 | 420.00 | 2872.80 |
Total cost of Materials Rs. | 5397.80 |
Labour component/unit qty | : | 5397.80 |
Add contractor's profit and overhead charges 13.615% | : | 734.90 |
Labour component/unit qty (including contractor's profit) | : | 6132.70 |
ABSTRACT: | |||||
A. Cost of Materials | Rs:40302.50 | ||||
B. Hire charges of Machinery | Rs: 1165.00 | ||||
C. Cost of Labour | Rs: 5397.80 | ||||
Total | Rs:46865.30 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.6380.71 | |||
Lead Charges for 1Km for Steel (including Loading and Unloading Charges) |
198.70 Rs/ Tonne | 203.6675 | |||
Total cost for 1.00 | tonne | Rs:53449.68 | |||
Rate per tonne (A+B+C+D) / 1 | Rs:53449.68 |
IRR-DAW-2-2
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 250 kg /cum with use of super plasticiser equal to 0.4% of cement content , CA : 0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum )
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
240 Cum
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Cement for mix | Kg | 60000.00 | 3.90 | 234000.00 |
Cement for incidentals @ 3 kg / cum | Kg | 720.00 | 3.90 | 2808.00 | |
2 | Coarse aggregate 80-40 mm | Cum | 94.08 | 622.00 | 58517.76 |
Coarse aggregate 40-20 mm | Cum | 70.56 | 1133.00 | 79944.48 | |
Coarse aggregate 20-10 mm | Cum | 47.04 | 1182.00 | 55601.28 | |
Coarse aggregate 10 mm below | Cum | 23.52 | 860.00 | 20227.20 | |
3 | Fine aggregate (Un-screened ) | Cum | 84.00 | 100.00 | 8400.00 |
4 | Super Plasticizer or AEA | Kg | 240.00 | 45.00 | 10800.00 |
5 | Use rate of shuttering | Sqm | 120.00 | 351.08 | 42129.60 |
Total cost of Materials Rs. | 512428.32 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Batching plant | Hour | 8.00 | 516.00 | 4128.00 |
Fuel / Energy charges | Hour | 8.00 | 467.70 | 3741.60 | |
2 | Air compressor 7 cmm ( ele ) | Hour | 8.00 | 109.60 | 876.80 |
Fuel / Energy charges | Hour | 8.00 | 382.70 | 3061.60 | |
3 | Tipper | Hour | 32.00 | 371.40 | 11884.80 |
Fuel / Energy charges | Hour | 32.00 | 369.30 | 11817.60 | |
4 | Tower crane 5 t | Hour | 16.00 | 720.80 | 11532.80 |
Fuel / Energy charges | Hour | 16.00 | 221.10 | 3537.60 | |
5 | Concrete bucket | Hour | 40.00 | 13.20 | 528.00 |
Fuel / Energy charges | Hour | 40.00 | 0.00 | 0.00 | |
6 | 10 hp pump ( ele ) | Hour | 8.00 | 5.60 | 44.80 |
Fuel / Energy charges | Hour | 8.00 | 85.00 | 680.00 | |
7 | Needle vibrator 60 mm dia ( ele ) | Hour | 16.00 | 8.10 | 129.60 |
Fuel / Energy charges | Hour | 16.00 | 12.80 | 204.80 | |
8 | Sundries | LS | 10.00 | 31.00 | 310.00 |
Total hire charges of Machinery Rs. | 52478.00 | ||||
C. LABOUR: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Crew for Batching plant | Hour | 8.00 | 387.40 | 3099.20 |
2 | Crew for Air compressor | Hour | 8.00 | 189.20 | 1513.60 |
3 | Crew for Tipper ( 4 ) | Hour | 32.00 | 200.90 | 6428.80 |
4 | Crew for Tower crane ( 2 ) | Hour | 16.00 | 214.20 | 3427.20 |
5 | Crew for Pump | Hour | 8.00 | 95.50 | 764.00 |
6 | Crew for Needle vibrator ( 2 ) | Hour | 16.00 | 181.50 | 2904.00 |
7 | Mason Class-I | Day | 4.00 | 500.00 | 2000.00 |
8 | Foreman | Day | 2.00 | 570.00 | 1140.00 |
9 | mazdoor | ||||
for silo ( cement handling ) | Day | 2.00 | 420.00 | 840.00 | |
for batching plant | Day | 2.00 | 420.00 | 840.00 | |
for conveyor system | Day | 2.00 | 420.00 | 840.00 | |
for laying & vibrating | Day | 6.00 | 420.00 | 2520.00 | |
for cleaning / washing / curing | Day | 2.00 | 420.00 | 840.00 | |
10 | Labour cost for shuttering | Day | 120.00 | 156.60 | 18792.00 |
Total cost of Materials Rs. | 45948.80 |
Labour component/unit qty | : | 191.50 |
Add contractor's profit and overhead charges 13.615% | : | 26.10 |
Labour component/unit qty (including contractor's profit) | : | 216.60 |
ABSTRACT: | |||||
A. Cost of Materials | Rs:512428.32 | ||||
B. Hire charges of Machinery | Rs: 52478.00 | ||||
C. Cost of Labour | Rs: 45948.80 | ||||
Total | Rs: 610855.12 | ||||
Add for conveyor system @ 3.00% | 18325.65 | ||||
Add for electric sub-station/ Demand charges @ 2.5% | 15271.38 | ||||
Add for trestle bridge for tower crane track @ 4.0% | 24434.20 | ||||
Total | Rs: 668886.35 | ||||
D.Add for contractor's profit and overheads on (A+B+C) | 13.615% | Rs.91068.88 | |||
Lead Charges for 1 Km for FA 84.00 cum @ | 2696.4 | ||||
Lead Charges for 1 Km for CA 235.20 cum @ | 7338.24 | ||||
Total cost for 240.00 | cum | Rs:769989.87 | |||
Rate per Cum (A+B+C+D) / 240 | Rs:3208.30 |
IRR-DAW-2-2A : New Item1-2010-11
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 300 kg /cum with use of 0.4% of cement content super plasticiser , CA : 0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.40 cum )
DATA: RATE ANALYSIS
A. MATERIALS: UNIT:
240 Cum
A. MATERIALS: | |||||
Sl No | Particulars | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Cement for mix | Kg | 72000.00 | 3.90 | 280800.00 |
Cement for incidentals @ 3 kg / cum | Kg | 720.00 | 3.90 | 2808.00 | |
2 | Coarse aggregate 80-40 mm | Cum | 86.40 | 622.00 | 53740.80 |
Coarse aggregate 40-20 mm | Cum | 64.80 | 1133.00 | 73418.40 | |
Coarse aggregate 20-10 mm | Cum | 43.20 | 1182.00 | 51062.40 | |
Coarse aggregate 10 mm below | Cum | 21.60 | 860.00 | 18576.00 | |
3 | Fine aggregate (Un-screened ) | Cum | 96.00 | 100.00 | 9600.00 |
4 | Super Plasticizer or AEA | Kg | 288.00 | 45.00 | 12960.00 |
5 | Use rate of shuttering | Sqm | 120.00 | 351.08 | 42129.60 |
Total cost of Materials Rs. | 545095.20 | ||||
B. MACHINERY: | |||||
Sl No | Description | Unit | Quantity | Rate in Rs. |
Amount in Rs |
1 | Batching plant | Hour | 8.00 | 516.00 | 4128.00 |
Fuel / Energy charges | Hour | 8.00 | 467.70 | 3741.60 | |
2 | Air compressor 7 cmm ( ele ) | Hour | 8.00 | 109.60 | 876.80 |
Fuel / Energy charges | Hour | 8.00 | 382.70 | 3061.60 | |
3 | Tipper | Hour | 32.00 | 371.40 | 11884.80 |
Fuel / Energy charges | Hour | 32.00 | 369.30 | 11817.60 | |
4 | Tower crane 5 t | Hour | 16.00 | 720.80 | 11532.80 |
Fuel / Energy charges | Hour | 16.00 | 221.10 | 3537.60 | |
5 | Concrete bucket | Hour | 40.00 | 13.20 | 528.00 |
Fuel / Energy charges | Hour | 40.00 | 0.00 | 0.00 | |
6 | 10 hp pump ( ele ) | Hour | 8.00 | 5.60 | 44.80 |
Fuel / Energy charges | Hour | 8.00 | 85.00 | 680.00 | |
7 | Needle vibrator 60 mm dia ( ele ) | Hour | 16.00 | 8.10 | 129.60 |
Fuel / Energy charges | Hour | 16.00 |