DAM & ALLIED WORKS



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 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) : 217.60
ABSTRACT:
A. Cost of Materials   Rs:545095.20
B. Hire charges of Machinery   Rs: 52478.00
C. Cost of Labour   Rs: 45948.80
Total   Rs: 643522.00
Add for conveyor system @ 3.00%   19305.66
Add for electric sub-station/ Demand charges @ 2.5%   16088.05
Add for trestle bridge for tower crane track @ 4.0%   25740.88
Total   Rs: 704656.59
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs.95938.99
Lead Charges for 1 Km for FA 84.00 cum @ 32.1 Rs./Cum   3081.6
Lead Charges for 1 Km for CA 235.20 cum @ 31.2 Rs./Cum   6739.20
Total cost for 240.00 cum Rs:810416.38
Rate per Cum (A+B+C+D) / 240   Rs:3376.70

 IRR-DAW-2-3:

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 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 : 220 kg /cum with use of super plasticiser, CA: 0.98 cum, Blending Ratio of CA --40:30:20:10, FA: 0.37 cum )

A. MATERIALS:
Sl No Particulars Unit Quantity Rate
in Rs.
Amount
in Rs
1 Cement for mix Kg  52800.00 3.90 205920.00
  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 88.80 100.00 8880.00
4 Super Plasticizer or AEA Kg  211.20 45.00 9504.00
5 Use rate of shuttering Sqm 120.00 351.08 42129.60
  Total cost of Materials Rs. 483532.32
B. MACHINERY:
Sl No Description Unit Quantity Rate
in Rs.
Amount
in Rs
1 Batching plant  2 x 1.5 cum 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</