| State: Odisha |
District: Jharsuguda |
Block: Kolabira |
Gram Panchayat: Samasingha |
Work Code: OD/357/3406/118547/381258/00017463 (Repair & Renovation of Hanuman Mandir at Colonypada, GP- Samasingha)
Project Category: Religious Structures
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kolabira |
Proposal Date: 09-04-2025 |
| Date of Commencement: - |
Date of Completion: - |
| Scheme Name: Chief Minister Special Assistant |
Scheme Component Name: Special Problem Fund (SPF) 16 th Phase |
| Project Sub-Category: Religious Structures |
Project Type: Repair and Maintenance |
| Name of Executant: |
|
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 1960
Fund Sanction Amount (in Rs.): 200000
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Skilled
|
Un-Skilled
|
Highly-Skilled
|
Semi-Skilled
|
| 562 |
462 |
612 |
512 |
| 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 |
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.
|
0.6 |
Cubic Meter |
3.9 |
2.34 |
- |
- |
0.18 |
0.108 |
- |
- |
| 2 |
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.
|
1.96 |
Quintal |
0.8 |
1.568 |
0.044 |
0.08624 |
- |
- |
0.3 |
0.588 |
| 3 |
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)
|
1.9602845 |
Cubic Meter |
1.3333 |
2.61364732385 |
0.0573 |
0.11232430185 |
0.1 |
0.19602845 |
- |
- |
| 4 |
Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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.
|
4.8852 |
Cubic Meter |
2.96 |
14.460192 |
- |
- |
1.05 |
5.12946 |
0.35 |
1.70982 |
| 5 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
18.84 |
Square Meter |
0.12 |
2.2608 |
- |
- |
0.14 |
2.6376 |
- |
- |
| 6 |
Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge.
|
24.36 |
Square Meter |
0.24 |
5.8464 |
- |
- |
0.16 |
3.8976 |
- |
- |
| Total Qty |
11.96868845 |
29.08903932385 |
2.29782 |
0.19856430185 |
| Rate Per Man Day |
562 |
462 |
612 |
512 |
| Total Amount |
6726.4029089 |
13439.136167619 |
1406.26584 |
101.6649225472 |
Total Labour Amount (in Rs.): 21673.469839066
