| State: Odisha |
District: Kendujhar |
Block: Patana |
Gram Panchayat: Chinamaliposi |
Work Code: OD/361/3453/119478/386600/00036066 (IMPROVEMENT OF ASANANALI TANK)
Project Category: Water Body
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Patana |
Proposal Date: - |
| Date of Commencement: 12-03-2026 |
Date of Completion: 30-03-2026 |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Maintenance of Capital Assets |
| Project Sub-Category: Tank |
Project Type: Upgradation or Improvement |
| Name of Executant: BISHWAJEETA NAIK |
|
Administrative Approval Details
Approval No.: OD/361/3453/119478/386600/00036066/AS
Technical Sanction Details
Technical Sanction No.: OD/361/3453/119478/386600/00036066/TS
Fund Sanction No.: 26956
Fund Sanction Amount (in Rs.): 750000
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
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) |
| 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 |
98.6055 |
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. |
26.9535 |
Cum |
1 |
26.9535 |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
60.93444 |
Cum |
- |
- |
2.29 |
139.5398676 |
0.48 |
29.2485312 |
0.96 |
58.4970624 |
- |
- |
| 4 |
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. |
1.4784 |
Cum |
- |
- |
3.23 |
4.775232 |
0.45 |
0.66528 |
- |
- |
0.9 |
1.33056 |
| 5 |
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. |
163.215 |
Sqm |
- |
- |
0.043 |
7.018245 |
0.018 |
2.93787 |
- |
- |
- |
- |
| 6 |
Special items for irrigation works(AR0216) :.Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum within an initial lead of 1km from the place of excavation. - Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. Per 1 cum. |
4693.5 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
26.9535 |
151.3333446 |
32.8516812 |
58.4970624 |
1.33056 |
| Rate Per Unit |
50.25 |
0 |
50.25 |
329.5 |
424.5 |
| Total Amount |
1354.413375 |
0 |
1650.7969803 |
19274.7820608 |
564.82272 |
Total Royalty Amount (in Rs.): 22844.8151361
