| State: Odisha |
District: Gajapati |
Block: Gumma |
Gram Panchayat: Tarangada |
Work Code: OD/353/3358/117473/414597/00041138 (Const of Drain at Tarangada)
Project Category: Water Body
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Gumma |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 01-08-2025 |
| Date of Completion: 20-09-2025 |
Scheme Name: Kandhamal O Gajapati Bikas Yojana |
| Scheme Component Name: Self/Personal Deposit |
Project Sub-Category: Drainage Work |
| Project Type: New Work |
Name of Executant: SOURAV PATTNAIK |
Administrative Approval Details
Approval No.: OD/353/3358/117473/414597/00041138/AS
Technical Sanction Details
Technical Sanction No.: OD/353/3358/117473/414597/00041138/TS
Fund Sanction No.: 2022
Fund Sanction Amount (in Rs.): 200000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 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.
|
Cum |
25.041 |
6234.0395438 |
156106.5842163 |
| 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.
|
Cum |
1.666875 |
8525.7026576 |
14211.280617387 |
| 3 |
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
|
Sqm |
57.15 |
216.70813962884 |
12384.870179788 |
| 4 |
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
|
Cum |
45 |
240.77592 |
10834.9164 |
Total Amount (in Rs.): 193537.65141347
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
| 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.
|
25.041 |
Cubic Meter |
3.9 |
97.6599 |
- |
- |
0.18 |
4.50738 |
| 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.
|
1.666875 |
Cubic Meter |
4.6 |
7.667625 |
- |
- |
0.68 |
1.133475 |
| 3 |
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
|
57.15 |
Square Meter |
- |
- |
0.05 |
2.8575 |
0.05 |
2.8575 |
| 4 |
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
|
45 |
Cubic Meter |
0.516 |
23.22 |
- |
- |
- |
- |
| Total Qty |
128.547525 |
8.498355 |
2.8575 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
59388.95655 |
4776.07551 |
1463.04 |
Total Labour Amount (in Rs.): 65628.07206
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM045 |
BRM056 |
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) |
| 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. |
25.041 |
Cum |
2.29 |
57.34389 |
0.48 |
12.01968 |
0.96 |
24.03936 |
- |
- |
- |
- |
- |
- |
| 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. |
1.666875 |
Cum |
3.23 |
5.38400625 |
0.45 |
0.75009375 |
- |
- |
0.9 |
1.5001875 |
- |
- |
- |
- |
| 3 |
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 |
57.15 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1525905 |
0.126 |
7.2009 |
| 4 |
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 |
45 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
62.72789625 |
12.76977375 |
24.03936 |
1.5001875 |
0.1525905 |
7.2009 |
| Rate Per Unit |
795.622 |
678.39 |
1128.47 |
2063.23 |
58715.766 |
371.786 |
| Total Amount |
49907.694270218 |
8662.8868142625 |
27127.6965792 |
3095.231855625 |
8959.468091823 |
2677.1938074 |
Total Material Amount (in Rs.): 100430.17141853
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM045 |
BRM056 |
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) |
| 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. |
25.041 |
Cum |
2.29 |
57.34389 |
0.48 |
12.01968 |
0.96 |
24.03936 |
- |
- |
- |
- |
- |
- |
| 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. |
1.666875 |
Cum |
3.23 |
5.38400625 |
0.45 |
0.75009375 |
- |
- |
0.9 |
1.5001875 |
- |
- |
- |
- |
| 3 |
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 |
57.15 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1525905 |
0.000614 |
0.0350901 |
| 4 |
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 |
45 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
62.72789625 |
12.76977375 |
24.03936 |
1.5001875 |
0.1525905 |
0.0350901 |
| Rate Per Unit |
0 |
319.5 |
419 |
419 |
0 |
0 |
| Total Amount |
0 |
4079.942713125 |
10072.49184 |
628.5785625 |
0 |
0 |
Total Royalty Amount (in Rs.): 14781.013115625
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Contingency @
1%
|
Rs. 1935.3765141347 |
Total Addition Component Amount (in Rs.): 4935.3765141347
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 1984.730279276 |
| 2 |
Royalty @
Rs. 3767.08325625
|
Rs. 3767.08325625 |
| 3 |
Additional Royalty @
Rs. 10448.867370937
|
Rs. 10448.867370937 |
| 4 |
EMF @
Rs. 188.3541628125
|
Rs. 188.3541628125 |
| 5 |
DMF @
Rs. 376.708325625
|
Rs. 376.708325625 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 497.07
|
Rs. 497.07 |
| 7 |
Labour Cess @
1%
|
Rs. 1984.730279276 |
| 8 |
Any Other Lumpsum Bill @
3%
|
Rs. 5954.1908378281 |
Total Deduction Component Amount (in Rs.): 25201.734512005
Total Net Amount (in Rs.): 173271.2934156
