| State: Odisha |
District: Mayurbhanj |
Block: Udala |
Gram Panchayat: Kundabai |
Work Code: OD/365/3512/120414/390995/00049072 (Repair and maintenance of Kundabai Hata)
Project Category: Other Infrastructure
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Udala |
Proposal Date: - |
| Date of Commencement: 17-11-2025 |
Date of Completion: 12-01-2026 |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Maintenance of Capital Assets |
| Project Sub-Category: Rural Haat |
Project Type: Repair and Maintenance |
| Name of Executant: UGRASEN MALLIK |
|
Administrative Approval Details
Approval No.: OD/365/3512/120414/390995/00049072/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3512/120414/390995/00049072/TS
Fund Sanction No.: 26956
Fund Sanction Amount (in Rs.): 240000
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM104 |
BRM092 |
BRM045 |
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 |
14.4982016 |
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. |
20.954432 |
Cum |
1 |
20.954432 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. |
81.197222 |
Sqm |
- |
- |
0.0372 |
3.0205366584 |
0.0075 |
0.608979165 |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
53.512128 |
Sqm |
- |
- |
- |
- |
- |
- |
0.00267 |
0.14287738176 |
0.126 |
6.742528128 |
- |
- |
- |
- |
| 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. |
23.460610384 |
Cum |
- |
- |
2.29 |
53.72479777936 |
0.48 |
11.26109298432 |
- |
- |
- |
- |
0.96 |
22.52218596864 |
- |
- |
| 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. |
3.89356 |
Cum |
- |
- |
3.23 |
12.5761988 |
0.45 |
1.752102 |
- |
- |
- |
- |
- |
- |
0.9 |
3.504204 |
| Total Qty |
20.954432 |
69.32153323776 |
13.62217414932 |
0.14287738176 |
6.742528128 |
22.52218596864 |
3.504204 |
| Rate Per Unit |
792.14 |
650.622 |
798.56 |
58715.766 |
371.786 |
1519.07 |
2128.33 |
| Total Amount |
16598.84376448 |
45102.114598218 |
10878.123388681 |
8389.1549141128 |
2506.7775625966 |
34212.777039382 |
7458.10249932 |
Total Material Amount (in Rs.): 125145.89376679
