| State: Odisha |
District: Khordha |
Block: Bhubaneswar |
Gram Panchayat: Daruthenga |
Work Code: OD/362/3460/119603/407462/00013189 (Preservation & Development of Siva Mandir Pokhari, Daruthenga)
Project Category: Water Body
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bhubaneswar |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 20-05-2025 |
| Date of Completion: 23-05-2025 |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Preservation and Development of Water Bodies |
Project Sub-Category: Embankment |
| Project Type: Renovation or Rejuvenation |
Name of Executant: Suchismita Mohanty |
Administrative Approval Details
Approval No.: OD/362/3460/119603/407462/00013189/AS
Technical Sanction Details
Technical Sanction No.: OD/362/3460/119603/407462/00013189/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 663375
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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 |
25.9794 |
501.381372 |
13025.587215737 |
| 2 |
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 |
17.146404 |
5894.7549403 |
101073.84968738 |
| 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 |
155.8764 |
235.56432 |
36718.918170048 |
| 4 |
R.C.C. Work (AR0404Aa) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.)
|
Cum |
49.014468 |
6531.5876013175 |
320142.29147397 |
| 5 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
Qntl |
21.2919 |
8703.2048854 |
185307.76809945 |
Total Amount (in Rs.): 656268.41464659
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
Highly-Skilled
|
| Rs. 452 |
Rs. 552 |
Rs. 502 |
Rs. 602 |
| 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 (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.
|
25.9794 |
Cubic Meter |
0.1236 |
3.21105384 |
- |
- |
- |
- |
- |
- |
| 2 |
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.
|
17.146404 |
Cubic Meter |
3.9 |
66.8709756 |
- |
- |
0.18 |
3.08635272 |
- |
- |
| 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
|
155.8764 |
Cubic Meter |
0.516 |
80.4322224 |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404Aa) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.)
|
49.014468 |
Cubic Meter |
1.3333 |
65.3509901844 |
0.1323 |
6.4846141164 |
0.175 |
8.5775319 |
- |
- |
| 5 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
21.2919 |
Quintal |
0.8 |
17.03352 |
0.044 |
0.9368436 |
- |
- |
0.3 |
6.38757 |
| Total Qty |
232.8987620244 |
11.66388462 |
7.4214577164 |
6.38757 |
| Rate Per Man Day |
452 |
552 |
502 |
602 |
| Total Amount |
105270.24043503 |
6438.46431024 |
3725.5717736328 |
3845.31714 |
Total Labour Amount (in Rs.): 119279.5936589
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM162 |
BRM341 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
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. |
25.9794 |
Cum |
1 |
25.9794 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
17.146404 |
Cum |
- |
- |
2.29 |
39.26526516 |
0.48 |
8.23027392 |
0.96 |
16.46054784 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
155.8764 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404Aa) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) |
49.014468 |
Cum |
- |
- |
3.4733 |
170.2419517044 |
0.45 |
22.0565106 |
- |
- |
0.36 |
17.64520848 |
0.54 |
26.46781272 |
0.004005 |
0.19630294434 |
0.189 |
9.263734452 |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
21.2919 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
17.03352 |
1.05 |
22.356495 |
| Total Qty |
25.9794 |
209.5072168644 |
30.28678452 |
16.46054784 |
17.64520848 |
26.46781272 |
0.19630294434 |
9.263734452 |
17.03352 |
22.356495 |
| Rate Per Unit |
397.3 |
599.787 |
403.69 |
1792.06 |
2194.48 |
2179.1 |
58573.086 |
229.106 |
90.1 |
6444.997 |
| Total Amount |
10321.61562 |
125659.70508145 |
12226.472042879 |
29498.28936215 |
38722.05710519 |
57676.010698152 |
11498.06924088 |
2122.3771453599 |
1534.720152 |
144087.54320551 |
Total Material Amount (in Rs.): 433346.85965357
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM341 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
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. |
25.9794 |
Cum |
1 |
25.9794 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
17.146404 |
Cum |
- |
- |
2.29 |
39.26526516 |
0.48 |
8.23027392 |
0.96 |
16.46054784 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
155.8764 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404Aa) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) |
49.014468 |
Cum |
- |
- |
3.4733 |
170.2419517044 |
0.45 |
22.0565106 |
- |
- |
0.36 |
17.64520848 |
0.54 |
26.46781272 |
0.004005 |
0.19630294434 |
0.000921 |
0.045142325028 |
- |
- |
| 5 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
21.2919 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
22.356495 |
| Total Qty |
25.9794 |
209.5072168644 |
30.28678452 |
16.46054784 |
17.64520848 |
26.46781272 |
0.19630294434 |
0.045142325028 |
22.356495 |
| Rate Per Unit |
43.25 |
0 |
43.25 |
309.5 |
309.5 |
309.5 |
0 |
0 |
0 |
| Total Amount |
1123.60905 |
0 |
1309.90343049 |
5094.53955648 |
5461.19202456 |
8191.78803684 |
0 |
0 |
0 |
Total Royalty Amount (in Rs.): 21181.03209837
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 473.4
|
Rs. 473.4 |
| 2 |
Contingency @
Rs. 6633
|
Rs. 6633 |
Total Addition Component Amount (in Rs.): 7106.4
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 6633
|
Rs. 6633 |
| 2 |
Royalty @
Rs. 9843.8804334
|
Rs. 9843.8804334 |
| 3 |
Additional Royalty @
Rs. 9860.56959996
|
Rs. 9860.56959996 |
| 4 |
EMF @
Rs. 492.19402167
|
Rs. 492.19402167 |
| 5 |
DMF @
Rs. 984.38804334
|
Rs. 984.38804334 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 1656.9
|
Rs. 1656.9 |
| 7 |
Labour Cess @
Rs. 6633
|
Rs. 6633 |
| 8 |
Any Other Lumpsum Bill @
Rs. 488
|
Rs. 488 |
Total Deduction Component Amount (in Rs.): 36591.93209837
Total Net Amount (in Rs.): 626782.88254822
