| State: Odisha |
District: Sundargarh |
Block: Balisankara |
Gram Panchayat: Balisankara |
Work Code: OD/373/3573/121521/384045/00065121 (GUARD WALL AT CHANDINIMAL)
Project Category: Road
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Balisankara |
Bill Status:
Final Bill
|
| Proposal Date: 29-10-2025 |
Date of Commencement: 21-11-2025 |
| Date of Completion: 02-12-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO ZILLA PARISHAD |
Project Sub-Category: CC Road |
| Project Type: New Work |
Name of Executant: MAHENDRA KUMAR AMAT |
Administrative Approval Details
Approval No.: OD/373/3573/121521/384045/00065121/AS
Technical Sanction Details
Technical Sanction No.: OD/373/3573/121521/384045/00065121/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 300000
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM056 |
| 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 |
34.83 |
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. |
5.805 |
Cum |
1 |
5.805 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
40.248 |
Cum |
- |
- |
2.29 |
92.16792 |
0.48 |
19.31904 |
0.96 |
38.63808 |
- |
- |
- |
- |
- |
- |
| 4 |
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 |
116.1 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.309987 |
0.126 |
14.6286 |
- |
- |
| 5 |
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. |
1.29 |
Cum |
- |
- |
3.23 |
4.1667 |
0.45 |
0.5805 |
- |
- |
- |
- |
- |
- |
0.9 |
1.161 |
| 6 |
Earth Work (AR0102b) :.Earth work in hard soil or gravelly soil in embankment, roads etc. within 50m initial lead and 1.5m initial lift and Compaction with P.R.R - Earth work in hard soil or gravelly soil in embankment, roads etc. 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 specification approved by the Department alongwith proper compaction with P.R.R. including hire and running charges of P.R.R. (section measurement to be taken on the finished compacted section of the fill) as per direction of Engineer-in-Charge. |
19.35 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
5.805 |
96.33462 |
19.89954 |
38.63808 |
0.309987 |
14.6286 |
1.161 |
| Rate Per Unit |
360.97 |
576.347 |
365.91 |
2087.16 |
58573.086 |
229.106 |
2488.53 |
| Total Amount |
2095.43085 |
55522.16923314 |
7281.4406814 |
80643.8550528 |
18156.895209882 |
3351.5000316 |
2889.18333 |
Total Material Amount (in Rs.): 169940.47438882
