| State: Odisha |
District: Cuttack |
Block: Banki |
Gram Panchayat: Ostia |
Work Code: OD/350/3334/116916/398888/00019903 (Imp. of Bhandari House to Village Mandap Road with CC/ Gr-II Metalling, Phulabadi)
Project Category: Road
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Banki |
Bill Status:
Final Bill
|
| Proposal Date: 31-12-2024 |
Date of Commencement: 11-08-2025 |
| Date of Completion: 20-11-2025 |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Maintenance and improvement of Road infrastructure |
Project Sub-Category: CC Road |
| Project Type: Repair and Maintenance |
Name of Executant: Sanjay Kumar Samal |
Administrative Approval Details
Approval No.: OD/350/3334/116916/398888/00019903/AS
Technical Sanction Details
Technical Sanction No.: OD/350/3334/116916/398888/00019903/TS
Fund Sanction No.: 1130
Fund Sanction Amount (in Rs.): 100000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
Cum |
9.45 |
7534.79151822 |
71203.779847179 |
| 2 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
Sqm |
7 |
216.23489289764 |
1513.6442502835 |
| 3 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
Cum |
6.75 |
240.77592 |
1625.23746 |
| 4 |
Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
Cum |
3.564 |
5994.44100706 |
21364.187749162 |
Total Amount (in Rs.): 95706.849306624
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 1 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
9.45 |
Cubic Meter |
4.6 |
43.47 |
- |
- |
0.68 |
6.426 |
| 2 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
7 |
Square Meter |
- |
- |
0.05 |
0.35 |
0.05 |
0.35 |
| 3 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
6.75 |
Cubic Meter |
0.516 |
3.483 |
- |
- |
- |
- |
| 4 |
Concrete (AR0303) : Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge.
|
3.564 |
Cubic Meter |
3.9 |
13.8996 |
- |
- |
0.18 |
0.64152 |
| Total Qty |
60.8526 |
7.41752 |
0.35 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
28113.9012 |
4168.64624 |
179.2 |
Total Labour Amount (in Rs.): 32461.74744
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRM104 |
BRM092 |
BRM044 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
9.45 |
Cum |
3.23 |
30.5235 |
0.45 |
4.2525 |
0.9 |
8.505 |
- |
- |
- |
- |
- |
- |
| 2 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
7 |
Sqm |
- |
- |
- |
- |
- |
- |
0.00267 |
0.01869 |
0.126 |
0.882 |
- |
- |
| 3 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
6.75 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
3.564 |
Cum |
2.29 |
8.16156 |
0.48 |
1.71072 |
- |
- |
- |
- |
- |
- |
0.96 |
3.42144 |
| Total Qty |
38.68506 |
5.96322 |
8.505 |
0.01869 |
0.882 |
3.42144 |
| Rate Per Unit |
575.657 |
522.15 |
2282.91 |
58573.086 |
229.106 |
1854.31 |
| Total Amount |
22269.32558442 |
3113.695323 |
19416.14955 |
1094.73097734 |
202.071492 |
6344.4104064 |
Total Material Amount (in Rs.): 52440.38333316
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRM104 |
BRM092 |
BRM044 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
9.45 |
Cum |
3.23 |
30.5235 |
0.45 |
4.2525 |
0.9 |
8.505 |
- |
- |
- |
- |
- |
- |
| 2 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
7 |
Sqm |
- |
- |
- |
- |
- |
- |
0.00267 |
0.01869 |
0.000614 |
0.004298 |
- |
- |
| 3 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
6.75 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
3.564 |
Cum |
2.29 |
8.16156 |
0.48 |
1.71072 |
- |
- |
- |
- |
- |
- |
0.96 |
3.42144 |
| Total Qty |
38.68506 |
5.96322 |
8.505 |
0.01869 |
0.004298 |
3.42144 |
| Rate Per Unit |
0 |
386.15 |
158.5 |
0 |
0 |
158.5 |
| Total Amount |
0 |
2302.697403 |
1348.0425 |
0 |
0 |
542.29824 |
Total Royalty Amount (in Rs.): 4193.038143
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Contingency @
Rs. 1000
|
Rs. 1000 |
Total Addition Component Amount (in Rs.): 4000
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 1000
|
Rs. 1000 |
| 2 |
Royalty @
Rs. 1759.1499
|
Rs. 1759.1499 |
| 3 |
Additional Royalty @
Rs. 2170.015758
|
Rs. 2170.015758 |
| 4 |
EMF @
Rs. 87.957495
|
Rs. 87.957495 |
| 5 |
DMF @
Rs. 175.91499
|
Rs. 175.91499 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 17 x 3.945) @ 311.655
|
Rs. 311.655 |
| 7 |
Labour Cess @
Rs. 1000
|
Rs. 1000 |
Total Deduction Component Amount (in Rs.): 6504.693143
Total Net Amount (in Rs.): 93202.156163624
