| State: Odisha |
District: Balasore |
Block: Baleshwar |
Gram Panchayat: Chanua |
Work Code: OD/346/3299/116067/392600/00016720 (Repair & Renovation of Kamachandi Thakurani, Vill/G.P.- Chhanua)
Project Category: Religious Structures
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Baleshwar |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 12-03-2025 |
| Date of Completion: 31-05-2025 |
Scheme Name: Chief Minister Special Assistant |
| Scheme Component Name: Self/Personal Deposit |
Project Sub-Category: Religious Structures |
| Project Type: Renovation or Rejuvenation |
Name of Executant: MAMATA HANSDA |
Administrative Approval Details
Approval No.: OD/346/3299/116067/392600/00016720/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3299/116067/392600/00016720/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 300000
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
Semi-Skilled
|
| Rs. 452 |
Rs. 552 |
Rs. 602 |
Rs. 502 |
| 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 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash 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.
|
1.304413392 |
Cubic Meter |
2.82 |
3.67844576544 |
- |
- |
1.05 |
1.3696340616 |
0.35 |
0.4565446872 |
| 2 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash 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.
|
0.92178546368 |
Cubic Meter |
2.82 |
2.5994350075776 |
- |
- |
1.05 |
0.967874736864 |
0.35 |
0.322624912288 |
| 3 |
Earth Work (AR0101a14) : Earthwork in ordinary soil within 75m to 100m lead and three extra lift - Earthwork in ordinary soil within 75m to 100m lead and three extra 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.
|
38.75007682144 |
Cubic Meter |
0.478 |
18.522536720648 |
- |
- |
- |
- |
- |
- |
| 4 |
Earth Work (AR0115a) : Filling foundation and plinth with crusher dust well watered and rammed - Filling foundation and plinth with crusher dust 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.
|
37.00038174944 |
Cubic Meter |
0.1236 |
4.5732471842308 |
- |
- |
- |
- |
- |
- |
| 5 |
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.
|
18.6393283032 |
Cubic Meter |
3.9 |
72.69338038248 |
- |
- |
0.18 |
3.355079094576 |
- |
- |
| 6 |
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.
|
10.9487190368 |
Cubic Meter |
4.6 |
50.36410756928 |
- |
- |
0.68 |
7.445128945024 |
- |
- |
| 7 |
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
|
8.2144739697 |
Square Meter |
- |
- |
0.05 |
0.410723698485 |
0.05 |
0.410723698485 |
- |
- |
| Total Qty |
152.43115262966 |
13.548440536549 |
0.779169599488 |
0.410723698485 |
| Rate Per Man Day |
452 |
552 |
602 |
502 |
| Total Amount |
68898.880988605 |
7478.739176175 |
469.06009889178 |
206.18329663947 |
Total Labour Amount (in Rs.): 77052.863560311
