| State: Odisha |
District: Malkangiri |
Block: Mathili |
Gram Panchayat: Chedenga |
Work Code: OD/364/3485/120011/430430/00060880 (Const. of CC road from Doraguda RD road to Teksahi)
Project Category: Road
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Mathili |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 25-10-2025 |
| Date of Completion: 03-11-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: CC Road |
| Project Type: New Work |
Name of Executant: Dasarathi Hembram |
Administrative Approval Details
Approval No.: OD/364/3485/120011/430430/00060880/AS
Technical Sanction Details
Technical Sanction No.: OD/364/3485/120011/430430/00060880/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 300000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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.
|
Cum |
18.9 |
698.519232 |
13202.0134848 |
| 2 |
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.
|
Cum |
21.6 |
5861.84898274 |
126615.93802718 |
| 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 |
21.6 |
216.55039071844 |
4677.4884395183 |
| 4 |
Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface.
|
Sqm |
189 |
4.6662 |
881.9118 |
| 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.
|
Cum |
18.9 |
7382.07973638 |
139521.30701758 |
| 6 |
Earth Work (AR0102a1) : Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge.
|
Cum |
24.3 |
214.6452 |
5215.87836 |
Total Amount (in Rs.): 290114.53712908
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 |
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.
|
18.9 |
Cubic Meter |
0.1236 |
2.33604 |
- |
- |
- |
- |
| 2 |
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.
|
21.6 |
Cubic Meter |
3.9 |
84.24 |
- |
- |
0.18 |
3.888 |
| 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
|
21.6 |
Square Meter |
- |
- |
0.05 |
1.08 |
0.05 |
1.08 |
| 4 |
Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface.
|
189 |
Square Meter |
0.01 |
1.89 |
- |
- |
- |
- |
| 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.
|
18.9 |
Cubic Meter |
4.6 |
86.94 |
- |
- |
0.68 |
12.852 |
| 6 |
Earth Work (AR0102a1) : Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge.
|
24.3 |
Cubic Meter |
0.46 |
11.178 |
- |
- |
- |
- |
| Total Qty |
186.58404 |
17.82 |
1.08 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
86201.82648 |
10014.84 |
552.96 |
Total Labour Amount (in Rs.): 96769.62648
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 (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. |
18.9 |
Cum |
1 |
18.9 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
21.6 |
Cum |
- |
- |
2.29 |
49.464 |
0.48 |
10.368 |
0.96 |
20.736 |
- |
- |
- |
- |
- |
- |
| 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 |
21.6 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.057672 |
0.126 |
2.7216 |
- |
- |
| 4 |
Earth Work (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. |
189 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
18.9 |
Cum |
- |
- |
3.23 |
61.047 |
0.45 |
8.505 |
- |
- |
- |
- |
- |
- |
0.9 |
17.01 |
| 6 |
Earth Work (AR0102a1) :.Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge. |
24.3 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
18.9 |
110.511 |
18.873 |
20.736 |
0.057672 |
2.7216 |
17.01 |
| Rate Per Unit |
543.25 |
573.047 |
548.19 |
1726.96 |
58668.206 |
324.226 |
2128.33 |
| Total Amount |
10267.425 |
63327.997017 |
10345.98987 |
35810.24256 |
3383.512776432 |
882.4134816 |
36202.8933 |
Total Material Amount (in Rs.): 160220.47400503
ROYALTY 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 (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. |
18.9 |
Cum |
1 |
18.9 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
21.6 |
Cum |
- |
- |
2.29 |
49.464 |
0.48 |
10.368 |
0.96 |
20.736 |
- |
- |
- |
- |
- |
- |
| 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 |
21.6 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.057672 |
0.000614 |
0.0132624 |
- |
- |
| 4 |
Earth Work (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. |
189 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
18.9 |
Cum |
- |
- |
3.23 |
61.047 |
0.45 |
8.505 |
- |
- |
- |
- |
- |
- |
0.9 |
17.01 |
| 6 |
Earth Work (AR0102a1) :.Earthwork in hard soil or gravelly soil within 50m to 75m lead and 1.5m, initial lift - Earthwork in hard soil or gravelly soil within 50m to 75m 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 direction of the Engineer-in-charge. |
24.3 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
18.9 |
110.511 |
18.873 |
20.736 |
0.057672 |
0.0132624 |
17.01 |
| Rate Per Unit |
91.25 |
0 |
91.25 |
291.5 |
0 |
0 |
291.5 |
| Total Amount |
1724.625 |
0 |
1722.16125 |
6044.544 |
0 |
0 |
4958.415 |
Total Royalty Amount (in Rs.): 14449.74525
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 5000
|
Rs. 5000 |
| 2 |
Any Other Lumpsum @
Rs. 1983
|
Rs. 1983 |
| 3 |
Contingency @
1%
|
Rs. 2901.1453712908 |
Total Addition Component Amount (in Rs.): 9884.1453712908
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 2999.9868250037 |
| 2 |
Royalty @
Rs. 6229.035
|
Rs. 6229.035 |
| 3 |
Additional Royalty @
Rs. 7286.355
|
Rs. 7286.355 |
| 4 |
EMF @
Rs. 311.45175
|
Rs. 311.45175 |
| 5 |
DMF @
Rs. 622.9035
|
Rs. 622.9035 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 875.79
|
Rs. 875.79 |
| 7 |
Labour Cess @
1%
|
Rs. 2999.9868250037 |
Total Deduction Component Amount (in Rs.): 21325.508900007
Total Net Amount (in Rs.): 278673.17360037
