| State: Odisha |
District: Sundargarh |
Block: Tangarpali |
Gram Panchayat: Kiripsira |
Work Code: OD/373/3589/121772/383769/00056084 (CONSTRUCTION OF CC ROAD FROM SANTOSH BILUNG HOUSE TO RD ROAD AT SURDA SAJGORIPADAD)
Project Category: Road
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Tangarpali |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 14-10-2025 |
| Date of Completion: 20-11-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO ZILLA PARISHAD |
Project Sub-Category: CC Road |
| Project Type: New Work |
Name of Executant: PANCHAMI DHURUA |
Administrative Approval Details
Approval No.: OD/373/3589/121772/383769/00056084/AS
Technical Sanction Details
Technical Sanction No.: OD/373/3589/121772/383769/00056084/TS
Fund Sanction No.: 3154
Fund Sanction Amount (in Rs.): 157165
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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 |
12.3 |
5655.85632952 |
69567.032853096 |
| 2 |
Earth Work (AR0102a1) : Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge.
|
Cum |
13.284 |
214.6452 |
2851.3468368 |
| 3 |
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 |
8.8245 |
7203.72806424 |
63569.298302886 |
| 4 |
Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge.
|
Cum |
11.316 |
1259.978232 |
14257.913673312 |
| 5 |
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 |
9.84 |
216.23489289764 |
2127.7513461128 |
Total Amount (in Rs.): 152373.34301221
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Skilled
|
Un-Skilled
|
Semi-Skilled
|
| Rs. 562 |
Rs. 462 |
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 (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.
|
12.3 |
Cubic Meter |
3.9 |
47.97 |
- |
- |
0.18 |
2.214 |
| 2 |
Earth Work (AR0102a1) : Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge.
|
13.284 |
Cubic Meter |
0.46 |
6.11064 |
- |
- |
- |
- |
| 3 |
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.
|
8.8245 |
Cubic Meter |
4.6 |
40.5927 |
- |
- |
0.68 |
6.00066 |
| 4 |
Earth Work (AR0115) : Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge.
|
11.316 |
Cubic Meter |
0.1236 |
1.3986576 |
- |
- |
- |
- |
| 5 |
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
|
9.84 |
Square Meter |
- |
- |
0.05 |
0.492 |
0.05 |
0.492 |
| Total Qty |
8.70666 |
96.0719976 |
0.492 |
| Rate Per Man Day |
562 |
462 |
512 |
| Total Amount |
4893.14292 |
44385.2628912 |
251.904 |
Total Labour Amount (in Rs.): 49530.3098112
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM029 |
BRM104 |
BRM092 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
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. |
12.3 |
Cum |
2.29 |
28.167 |
0.48 |
5.904 |
0.96 |
11.808 |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0102a1) :.Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge. |
13.284 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
8.8245 |
Cum |
3.23 |
28.503135 |
0.45 |
3.971025 |
- |
- |
0.9 |
7.94205 |
- |
- |
- |
- |
- |
- |
| 4 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
11.316 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
11.316 |
- |
- |
- |
- |
| 5 |
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 |
9.84 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0262728 |
0.126 |
1.23984 |
| Total Qty |
56.670135 |
9.875025 |
11.808 |
7.94205 |
11.316 |
0.0262728 |
1.23984 |
| Rate Per Unit |
582.292 |
483.09 |
1336.36 |
1737.73 |
478.15 |
58573.086 |
229.106 |
| Total Amount |
32998.56624942 |
4770.52582725 |
15779.73888 |
13801.1385465 |
5410.7454 |
1538.8789738608 |
284.05478304 |
Total Material Amount (in Rs.): 74583.648660071
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM029 |
BRM104 |
BRM092 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
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. |
12.3 |
Cum |
2.29 |
28.167 |
0.48 |
5.904 |
0.96 |
11.808 |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0102a1) :.Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge. |
13.284 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
8.8245 |
Cum |
3.23 |
28.503135 |
0.45 |
3.971025 |
- |
- |
0.9 |
7.94205 |
- |
- |
- |
- |
- |
- |
| 4 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
11.316 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
11.316 |
- |
- |
- |
- |
| 5 |
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 |
9.84 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0262728 |
0.000614 |
0.00604176 |
| Total Qty |
56.670135 |
9.875025 |
11.808 |
7.94205 |
11.316 |
0.0262728 |
0.00604176 |
| Rate Per Unit |
0 |
712.25 |
159.5 |
159.5 |
712.25 |
0 |
0 |
| Total Amount |
0 |
7033.48655625 |
1883.376 |
1266.756975 |
8059.821 |
0 |
0 |
Total Royalty Amount (in Rs.): 18243.44053125
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Any Other Lumpsum @
Rs. 219.6
|
Rs. 219.6 |
| 3 |
Contingency @
Rs. 1572
|
Rs. 1572 |
Total Addition Component Amount (in Rs.): 4791.6
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 1572
|
Rs. 1572 |
| 2 |
Royalty @
Rs. 3309.192375
|
Rs. 3309.192375 |
| 3 |
Additional Royalty @
Rs. 14437.8693
|
Rs. 14437.8693 |
| 4 |
EMF @
Rs. 165.45961875
|
Rs. 165.45961875 |
| 5 |
DMF @
Rs. 330.9192375
|
Rs. 330.9192375 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 453.675
|
Rs. 453.675 |
| 7 |
Labour Cess @
1%
|
Rs. 1571.6494301221 |
Total Deduction Component Amount (in Rs.): 21840.764961372
Total Net Amount (in Rs.): 135324.17805083
