| State: Odisha |
District: Nabarangpur |
Block: Dabugam |
Gram Panchayat: Dabugam |
Work Code: OD/366/3514/120436/427679/00065086 (Repair and Renovation of Alekha Tungi at village Umurahandi)
Project Category: Religious Structures
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Dabugam |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 28-11-2025 |
| Date of Completion: 15-01-2026 |
Scheme Name: Chief Minister Special Assistant |
| Scheme Component Name: Chief Minister Special Assistance (CM-SA) |
Project Sub-Category: Religious Structures |
| Project Type: Renovation or Rejuvenation |
Name of Executant: Abinash Nayak |
Administrative Approval Details
Approval No.: OD/366/3514/120436/427679/00065086/AS
Technical Sanction Details
Technical Sanction No.: OD/366/3514/120436/427679/00065086/TS
Fund Sanction No.: 1276
Fund Sanction Amount (in Rs.): 250000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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 |
11.550525 |
240.77592 |
2781.088283358 |
| 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 |
20.564649 |
662.866232 |
13631.611395033 |
| 3 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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 |
9.972739 |
5153.88617398 |
51398.361648811 |
| 4 |
R.C.C. Work (AR0404A) : 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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering)
|
Cum |
6.72748 |
5603.7024388246 |
37698.796083144 |
| 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 |
2.499372 |
10412.319876 |
26024.260753118 |
| 6 |
Masonry Brick Work (AR0603) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
6.930315 |
5316.692566864 |
36846.354246526 |
| 7 |
Masonry Brick Work (AR0603i) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
14.148756 |
5350.022566864 |
75696.163893052 |
Total Amount (in Rs.): 244076.63630304
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
Highly-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
Rs. 612 |
| 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 (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
|
11.550525 |
Cubic Meter |
0.516 |
5.9600709 |
- |
- |
- |
- |
- |
- |
| 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.
|
20.564649 |
Cubic Meter |
0.1236 |
2.5417906164 |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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.
|
9.972739 |
Cubic Meter |
3.9 |
38.8936821 |
- |
- |
0.18 |
1.79509302 |
- |
- |
| 4 |
R.C.C. Work (AR0404A) : 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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering)
|
6.72748 |
Cubic Meter |
1.3333 |
8.969749084 |
0.0573 |
0.385484604 |
0.1 |
0.672748 |
- |
- |
| 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.
|
2.499372 |
Quintal |
0.8 |
1.9994976 |
0.044 |
0.109972368 |
- |
- |
0.3 |
0.7498116 |
| 6 |
Masonry Brick Work (AR0603) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
6.930315 |
Cubic Meter |
2.96 |
20.5137324 |
- |
- |
1.05 |
7.27683075 |
0.35 |
2.42561025 |
| 7 |
Masonry Brick Work (AR0603i) : K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
14.148756 |
Cubic Meter |
2.96 |
41.88031776 |
- |
- |
1.05 |
14.8561938 |
0.35 |
4.9520646 |
| Total Qty |
120.7588404604 |
24.60086557 |
0.495456972 |
8.12748645 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
55790.584292705 |
13825.68645034 |
253.673969664 |
4974.0217074 |
Total Labour Amount (in Rs.): 74843.966420109
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM045 |
BRM060 |
BRM052 |
BRM162 |
BRM341 |
BRM003 |
BRMMR0025 |
| 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 (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 |
11.550525 |
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. |
20.564649 |
Cum |
1 |
20.564649 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
9.972739 |
Cum |
- |
- |
2.29 |
22.83757231 |
0.48 |
4.78691472 |
0.96 |
9.57382944 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) |
6.72748 |
Cum |
- |
- |
3.4733 |
23.366556284 |
0.45 |
3.027366 |
- |
- |
0.36 |
2.4218928 |
0.54 |
3.6328392 |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
2.499372 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
1.9994976 |
1.05 |
2.6243406 |
- |
- |
- |
- |
| 6 |
Masonry Brick Work (AR0603) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
6.930315 |
Cum |
- |
- |
0.672 |
4.65717168 |
0.28 |
1.9404882 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
2425.61025 |
- |
- |
| 7 |
Masonry Brick Work (AR0603i) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
14.148756 |
Cum |
- |
- |
0.672 |
9.507964032 |
0.28 |
3.96165168 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
4952.0646 |
1 |
14.148756 |
| Total Qty |
20.564649 |
60.369264306 |
13.7164206 |
9.57382944 |
2.4218928 |
3.6328392 |
1.9994976 |
2.6243406 |
7377.67485 |
14.148756 |
| Rate Per Unit |
347.95 |
573.227 |
417.24 |
1219.61 |
1889.98 |
1853.6 |
90.1 |
7801.537 |
6.96977 |
33 |
| Total Amount |
7155.46961955 |
34605.292270335 |
5723.039331144 |
11676.338123318 |
4577.328954144 |
6733.83074112 |
180.15473376 |
20473.890291502 |
51420.696839285 |
466.908948 |
Total Material Amount (in Rs.): 143012.94985216
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM045 |
BRM060 |
BRM052 |
BRM341 |
BRM003 |
| 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 (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 |
11.550525 |
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. |
20.564649 |
Cum |
1 |
20.564649 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
9.972739 |
Cum |
- |
- |
2.29 |
22.83757231 |
0.48 |
4.78691472 |
0.96 |
9.57382944 |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) |
6.72748 |
Cum |
- |
- |
3.4733 |
23.366556284 |
0.45 |
3.027366 |
- |
- |
0.36 |
2.4218928 |
0.54 |
3.6328392 |
- |
- |
- |
- |
| 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. |
2.499372 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
2.6243406 |
- |
- |
| 6 |
Masonry Brick Work (AR0603) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
6.930315 |
Cum |
- |
- |
0.672 |
4.65717168 |
0.28 |
1.9404882 |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
2425.61025 |
| 7 |
Masonry Brick Work (AR0603i) :.K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with K.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
14.148756 |
Cum |
- |
- |
0.672 |
9.507964032 |
0.28 |
3.96165168 |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
4952.0646 |
| Total Qty |
20.564649 |
60.369264306 |
13.7164206 |
9.57382944 |
2.4218928 |
3.6328392 |
2.6243406 |
7377.67485 |
| Rate Per Unit |
251.25 |
0 |
251.25 |
176.5 |
176.5 |
176.5 |
0 |
0.04025 |
| Total Amount |
5166.86806125 |
0 |
3446.25067575 |
1689.78089616 |
427.4640792 |
641.1961188 |
0 |
296.9514127125 |
Total Royalty Amount (in Rs.): 11668.511243873
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3350
|
Rs. 3350 |
| 2 |
Contingency @
Rs. 2500
|
Rs. 2500 |
| 3 |
Any Other Lumpsum @
Rs. 72
|
Rs. 72 |
Total Addition Component Amount (in Rs.): 5922
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Labour Cess @
Rs. 2500
|
Rs. 2500 |
| 2 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 20 x 3.945) @ 485.235
|
Rs. 485.235 |
| 3 |
DMF @
Rs. 348.976904295
|
Rs. 349 |
| 4 |
EMF @
Rs. 174.4884521475
|
Rs. 174 |
| 5 |
Additional Royalty @
Rs. 7655.27684448
|
Rs. 7655 |
| 6 |
Royalty @
Rs. 3489.76904295
|
Rs. 3490 |
| 7 |
Contingency @
Rs. 2500
|
Rs. 2500 |
Total Deduction Component Amount (in Rs.): 17153.235
Total Net Amount (in Rs.): 232845.40130304
