| State: Odisha |
District: Bhadrak |
Block: Bhadrak |
Gram Panchayat: Kaupur |
Work Code: OD/348/3323/116634/394746/00028961 (Construction Of C.C. Road At Harekrushna Jena House To Anu Jena House Under Kaupur GP)
Project Category: Road
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bhadrak |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 30-06-2025 |
| Date of Completion: 27-10-2025 |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: All Weather Connectivity |
Project Sub-Category: CC Road |
| Project Type: New Work |
Name of Executant: PEO KAUPUR GP |
Administrative Approval Details
Approval No.: OD/348/3323/116634/394746/00028961/AS
Technical Sanction Details
Technical Sanction No.: OD/348/3323/116634/394746/00028961/TS
Fund Sanction No.: 12804
Fund Sanction Amount (in Rs.): 143788
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0102c) : Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift and Compaction H.R.R - Earth work in hard soil or gravelly soil in embankment, roads etc. 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 specification approved by the Department alongwith proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill) as per direction of Engineer-in-Charge.
|
Cum |
4.185 |
221.24973948 |
925.9301597238 |
| 2 |
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 |
11.8668 |
1292.207332 |
15334.365967378 |
| 3 |
Concrete (AR0309a) : Cement Concrete (1:3:6) with 12mm size hard broken granite Hand Broken chips - Cement Concrete (1:3:6) with 12mm size hard granite (Hand Broken) chips 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 as per specificaion and direction of Engineer-in charge.
|
Cum |
9.13632 |
7113.9537658 |
64995.358069554 |
| 4 |
Concrete (AR0307a) : Cement concrete (1:2:4)with 12mm size hard granite(Hand broken)chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(hand broken) chips including hoisting and laying in position compacting to proper thickness 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 |
6.62532 |
7865.33083876 |
52110.333712653 |
| 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 |
28.0303958704 |
216.39264180804 |
6065.571413321 |
Total Amount (in Rs.): 139431.55932263
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 |
Earth Work (AR0102c) : Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift and Compaction H.R.R - Earth work in hard soil or gravelly soil in embankment, roads etc. 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 specification approved by the Department alongwith proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill) as per direction of Engineer-in-Charge.
|
4.185 |
Cubic Meter |
0.474154 |
1.98433449 |
- |
- |
- |
- |
| 2 |
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.
|
11.8668 |
Cubic Meter |
0.1236 |
1.46673648 |
- |
- |
- |
- |
| 3 |
Concrete (AR0309a) : Cement Concrete (1:3:6) with 12mm size hard broken granite Hand Broken chips - Cement Concrete (1:3:6) with 12mm size hard granite (Hand Broken) chips 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 as per specificaion and direction of Engineer-in charge.
|
9.13632 |
Cubic Meter |
4.6 |
42.027072 |
- |
- |
0.68 |
6.2126976 |
| 4 |
Concrete (AR0307a) : Cement concrete (1:2:4)with 12mm size hard granite(Hand broken)chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(hand broken) chips including hoisting and laying in position compacting to proper thickness 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.
|
6.62532 |
Cubic Meter |
4.6 |
30.476472 |
- |
- |
0.68 |
4.5052176 |
| 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
|
28.0303958704 |
Square Meter |
- |
- |
0.05 |
1.40151979352 |
0.05 |
1.40151979352 |
| Total Qty |
75.95461497 |
12.11943499352 |
1.40151979352 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
35091.03211614 |
6811.1224663582 |
717.57813428224 |
Total Labour Amount (in Rs.): 42619.73271678
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM057 |
BRM340 |
BRM028 |
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) |
| 1 |
Earth Work (AR0102c) :.Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift and Compaction H.R.R - Earth work in hard soil or gravelly soil in embankment, roads etc. 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 specification approved by the Department alongwith proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill) as per direction of Engineer-in-Charge. |
4.185 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
11.8668 |
Cum |
1 |
11.8668 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0309a) :.Cement Concrete (1:3:6) with 12mm size hard broken granite Hand Broken chips - Cement Concrete (1:3:6) with 12mm size hard granite (Hand Broken) chips 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 as per specificaion and direction of Engineer-in charge. |
9.13632 |
Cum |
- |
- |
0.9 |
8.222688 |
2.15 |
19.643088 |
0.45 |
4.111344 |
- |
- |
- |
- |
| 4 |
Concrete (AR0307a) :.Cement concrete (1:2:4)with 12mm size hard granite(Hand broken)chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(hand broken) chips including hoisting and laying in position compacting to proper thickness 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. |
6.62532 |
Cum |
- |
- |
0.9 |
5.962788 |
3.23 |
21.3997836 |
0.45 |
2.981394 |
- |
- |
- |
- |
| 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 |
28.0303958704 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.074841156973968 |
0.126 |
3.5318298796704 |
| Total Qty |
11.8668 |
14.185476 |
41.0428716 |
7.092738 |
0.074841156973968 |
3.5318298796704 |
| Rate Per Unit |
907.81 |
2191.01 |
544.872 |
912.75 |
58620.646 |
276.666 |
| Total Amount |
10772.799708 |
31080.51977076 |
22363.111534435 |
6473.8966095 |
4387.2369692014 |
977.13724548889 |
Total Material Amount (in Rs.): 76054.701837386
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM057 |
BRM340 |
BRM028 |
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) |
| 1 |
Earth Work (AR0102c) :.Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift and Compaction H.R.R - Earth work in hard soil or gravelly soil in embankment, roads etc. 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 specification approved by the Department alongwith proper compaction with H.R.R. (section measurement to be taken on the finished compacted section of the fill) as per direction of Engineer-in-Charge. |
4.185 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
11.8668 |
Cum |
1 |
11.8668 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0309a) :.Cement Concrete (1:3:6) with 12mm size hard broken granite Hand Broken chips - Cement Concrete (1:3:6) with 12mm size hard granite (Hand Broken) chips 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 as per specificaion and direction of Engineer-in charge. |
9.13632 |
Cum |
- |
- |
0.9 |
8.222688 |
2.15 |
19.643088 |
0.45 |
4.111344 |
- |
- |
- |
- |
| 4 |
Concrete (AR0307a) :.Cement concrete (1:2:4)with 12mm size hard granite(Hand broken)chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(hand broken) chips including hoisting and laying in position compacting to proper thickness 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. |
6.62532 |
Cum |
- |
- |
0.9 |
5.962788 |
3.23 |
21.3997836 |
0.45 |
2.981394 |
- |
- |
- |
- |
| 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 |
28.0303958704 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.074841156973968 |
0.000614 |
0.017210663064426 |
| Total Qty |
11.8668 |
14.185476 |
41.0428716 |
7.092738 |
0.074841156973968 |
0.017210663064426 |
| Rate Per Unit |
314.5 |
590 |
0 |
314.5 |
0 |
0 |
| Total Amount |
3732.1086 |
8369.43084 |
0 |
2230.666101 |
0 |
0 |
Total Royalty Amount (in Rs.): 14332.205541
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 1500
|
Rs. 1500 |
| 2 |
Any Other Lumpsum @
Rs. 850
|
Rs. 850 |
| 3 |
Contingency @
Rs. 1436
|
Rs. 1436 |
Total Addition Component Amount (in Rs.): 3786
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 1432.1755932263 |
| 2 |
Royalty @
Rs. 2507.69571
|
Rs. 2507.69571 |
| 3 |
Additional Royalty @
Rs. 11448.3554745
|
Rs. 11448.3554745 |
| 4 |
EMF @
Rs. 125.3847855
|
Rs. 125.3847855 |
| 5 |
DMF @
Rs. 250.769571
|
Rs. 250.769571 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 327.435
|
Rs. 327.435 |
| 7 |
Labour Cess @
1%
|
Rs. 1432.1755932263 |
Total Deduction Component Amount (in Rs.): 17523.991727453
Total Net Amount (in Rs.): 125693.56759518
