| State: Odisha |
District: Bargarh |
Block: Bargarh |
Gram Panchayat: Kalapani |
Work Code: OD/347/3312/116382/380604/00016967 (IMPROVEMENT/COMPLETION OF KALYAN MANDAP AT KALAPANI)
Project Category: Building
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bargarh |
Bill Status:
2nd Bill
|
| Proposal Date: - |
Date of Commencement: 04-04-2025 |
| Date of Completion: - |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Maintenance of Capital Assets |
Project Sub-Category: Kalyan Mandap |
| Project Type: Upgradation or Improvement |
Name of Executant: RANJAN KUMAR NAYAK |
Administrative Approval Details
Approval No.: OD/347/3312/116382/380604/00016967/AS
Technical Sanction Details
Technical Sanction No.: OD/347/3312/116382/380604/00016967/TS
Fund Sanction No.: 28960
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM162 |
BRM341 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM006 |
| 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) |
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. |
112.446 |
Cum |
1 |
112.446 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
3.5814 |
Cum |
- |
- |
2.29 |
8.201406 |
0.48 |
1.719072 |
0.96 |
3.438144 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
7.5 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
6 |
1.05 |
7.875 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
R.C.C. Work (AR0404Bb) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Plinth band)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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 Plinth band)(Nominal mix as per IS-456, Table-9).. |
6.2514 |
Cum |
- |
- |
3.4733 |
21.71298762 |
0.45 |
2.81313 |
- |
- |
- |
- |
- |
- |
0.36 |
2.250504 |
0.54 |
3.375756 |
0.01335 |
0.08345619 |
0.63 |
3.938382 |
- |
- |
| 5 |
Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. |
8.76792 |
Cum |
- |
- |
0.672 |
5.89204224 |
0.28 |
2.4550176 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
400 |
3507.168 |
| Total Qty |
112.446 |
35.80643586 |
6.9872196 |
3.438144 |
6 |
7.875 |
2.250504 |
3.375756 |
0.08345619 |
3.938382 |
3507.168 |
| Rate Per Unit |
401.41 |
558.044 |
409.04 |
1354.39 |
90.1 |
6836.242 |
1815.86 |
1747.75 |
58601.622 |
257.642 |
5.24616 |
| Total Amount |
45136.94886 |
19981.566693058 |
2858.052305184 |
4656.58785216 |
540.6 |
53835.40575 |
4086.60019344 |
5899.977549 |
4890.6680999402 |
1014.692615244 |
18399.16447488 |
Total Material Amount (in Rs.): 161300.26439291
