| State: Odisha |
District: Angul |
Block: Athmallik |
Gram Panchayat: Kiakata |
Work Code: OD/344/3277/115589/404930/00018053 (Construction Of CC Road from Khumbhia Harizansahi to Main Road)
Project Category: Road
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Athmallik |
Proposal Date: - |
| Date of Commencement: 03-10-2025 |
Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Maintenance and improvement of Road infrastructure |
| Project Sub-Category: CC Road |
Project Type: New Work |
| Name of Executant: Shakti Prasad Tripathy |
|
Administrative Approval Details
Approval No.: OD/344/3277/115589/404930/00018053/AS
Technical Sanction Details
Technical Sanction No.: OD/344/3277/115589/404930/00018053/TS
Fund Sanction No.: 31142
Fund Sanction Amount (in Rs.): 600000
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM056 |
BRMM402 |
BRMM401 |
| 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 (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 |
10.35 |
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. |
36.36875 |
Cum |
1 |
36.36875 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
50.6 |
Cum |
- |
- |
2.29 |
115.874 |
0.48 |
24.288 |
0.96 |
48.576 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
92 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.24564 |
0.126 |
11.592 |
- |
- |
- |
- |
- |
- |
| 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. |
30.1875 |
Cum |
- |
- |
3.23 |
97.505625 |
0.45 |
13.584375 |
- |
- |
- |
- |
- |
- |
0.9 |
27.16875 |
- |
- |
- |
- |
| 6 |
Earth Work (AR0122Bi) :.Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. |
20.7 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
-0.6666 |
-13.79862 |
1 |
20.7 |
| Total Qty |
36.36875 |
213.379625 |
37.872375 |
48.576 |
0.24564 |
11.592 |
27.16875 |
-13.79862 |
20.7 |
| Rate Per Unit |
413.05 |
538.472 |
548.19 |
1726.96 |
58620.646 |
276.666 |
2128.33 |
175.38 |
276.01 |
| Total Amount |
15022.1121875 |
114898.953433 |
20761.25725125 |
83888.80896 |
14399.57548344 |
3207.112272 |
57824.0656875 |
-2420.0019756 |
5713.407 |
Total Material Amount (in Rs.): 313295.29029909
