| State: Odisha |
District: Balasore |
Block: Baleshwar |
Panchayat: Rainsuan |
Work Code: OD/346/3299/275541/392549/00014697 (Construction of C.C Road from Sadashiba Mohapatra to Rukmani Samal. Ward no. 9 (Untied))
Project Category: Road
| Financial Year: 2024-25 |
Execution Level: Rainsuan, G.P |
| Executing Agency: Panchayat Samiti, Baleshwar |
Proposal Date: 20-09-2024 |
| Date of Commencement: - |
Date of Completion: |
| Scheme Name: SFC Devolution of Fund |
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
| Project Sub-Category: CC Road |
Project Type: New Work |
| Name of Executant: |
|
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 0
Fund Sanction Amount (in Rs.): 100000
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM045 |
BRM056 |
BRM029 |
BRM104 |
BRM092 |
| 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 |
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. |
6.66 |
Cum |
2.29 |
15.2514 |
0.48 |
3.1968 |
0.96 |
6.3936 |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
5.18 |
Cum |
3.23 |
16.7314 |
0.45 |
2.331 |
- |
- |
0.9 |
4.662 |
- |
- |
- |
- |
- |
- |
| 3 |
Earth Work (AR0101a1) :.Earthwork in ordinary soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in ordinary soil within 50m to 75m 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 direction of the Engineer-in-charge. |
1.48 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
7.215 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
7.215 |
- |
- |
- |
- |
| 5 |
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 |
22.2 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.059274 |
0.126 |
2.7972 |
| Total Qty |
31.9828 |
5.5278 |
6.3936 |
4.662 |
7.215 |
0.059274 |
2.7972 |
| Rate Per Unit |
559.584 |
483.09 |
1833.27 |
2442.53 |
478.15 |
58696.742 |
352.762 |
| Total Amount |
17897.0631552 |
2670.424902 |
11721.195072 |
11387.07486 |
3449.85225 |
3479.190685308 |
986.7458664 |
Total Material Amount (in Rs.): 51591.546790908
