| State: Odisha |
District: Koraput |
Block: Bandhugaon |
Gram Panchayat: Neelabadi |
Work Code: OD/363/3466/119713/428771/00048496 (Construction of Road from RD Road to Sabdam)
Project Category: Road
| Financial Year: 2021-22 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bandhugaon |
Proposal Date: 18-12-2021 |
| Date of Commencement: 11-08-2025 |
Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: All Weather Connectivity |
| Project Sub-Category: Pavor Block |
Project Type: New Work |
| Name of Executant: Manoj Kumar Sahoo |
|
Administrative Approval Details
Approval No.: OD/363/3466/119713/428771/00048496/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3466/119713/428771/00048496/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 470000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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 |
21.3125 |
6241.72837686 |
133026.83603183 |
| 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 |
7.66 |
7796.04625882 |
59717.714342561 |
| 3 |
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 |
| 4 |
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 |
37.8 |
630.041232 |
23815.5585696 |
| 5 |
miscellaneous (ARM287) : Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge.
|
Sqm |
210 |
625.401 |
131334.21 |
| 6 |
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 |
40.32 |
216.23489289764 |
8718.5908816328 |
| 7 |
Road Work (AR1308) : moorum and sand admixture laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR - Supplying & spreading moorum and sand admixture in a ratio (70:30) laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge.
|
Cum |
75.1125 |
1138.2683713304 |
85498.183041555 |
Total Amount (in Rs.): 452946.00926718
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Skilled
|
Un-Skilled
|
Semi-Skilled
|
| 562 |
462 |
512 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 1 |
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.
|
21.3125 |
Cubic Meter |
3.9 |
83.11875 |
- |
- |
0.18 |
3.83625 |
| 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.
|
7.66 |
Cubic Meter |
4.6 |
35.236 |
- |
- |
0.68 |
5.2088 |
| 3 |
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 |
- |
- |
- |
- |
| 4 |
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.
|
37.8 |
Cubic Meter |
0.1236 |
4.67208 |
- |
- |
- |
- |
| 6 |
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
|
40.32 |
Square Meter |
- |
- |
0.05 |
2.016 |
0.05 |
2.016 |
| 7 |
Road Work (AR1308) : moorum and sand admixture laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR - Supplying & spreading moorum and sand admixture in a ratio (70:30) laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge.
|
75.1125 |
Cubic Meter |
1.1333922261484 |
85.131923586572 |
- |
- |
- |
- |
| Total Qty |
11.06105 |
231.37875358657 |
2.016 |
| Rate Per Man Day |
562 |
462 |
512 |
| Total Amount |
6216.3101 |
106896.984157 |
1032.192 |
Total Labour Amount (in Rs.): 114145.486257
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM029 |
BRMM287 |
BRM104 |
BRM092 |
BRM025 |
| 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 |
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. |
21.3125 |
Cum |
2.29 |
48.805625 |
0.48 |
10.23 |
0.96 |
20.46 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
7.66 |
Cum |
3.23 |
24.7418 |
0.45 |
3.447 |
- |
- |
0.9 |
6.894 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
37.8 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
37.8 |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
miscellaneous(ARM287) :.Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge. |
210 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.03 |
6.3 |
1 |
210 |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
40.32 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1076544 |
0.126 |
5.08032 |
- |
- |
| 7 |
Road Work (AR1308) :.moorum and sand admixture laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR - Supplying & spreading moorum and sand admixture in a ratio (70:30) laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge. |
75.1125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
0.384 |
28.8432 |
- |
- |
- |
- |
- |
- |
0.89578798586572 |
67.284875088339 |
| Total Qty |
73.547425 |
13.677 |
20.46 |
6.894 |
72.9432 |
210 |
0.1076544 |
5.08032 |
67.284875088339 |
| Rate Per Unit |
616.947 |
742.47 |
1857.16 |
2258.53 |
478.15 |
608.4 |
58573.086 |
229.106 |
379.36 |
| Total Amount |
45374.863211475 |
10154.76219 |
37997.4936 |
15570.30582 |
34877.79108 |
127764 |
6305.6504294784 |
1163.93179392 |
25525.190213512 |
Total Material Amount (in Rs.): 304733.98833839
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM029 |
BRM104 |
BRM092 |
BRM025 |
| 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 |
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. |
21.3125 |
Cum |
2.29 |
48.805625 |
0.48 |
10.23 |
0.96 |
20.46 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
7.66 |
Cum |
3.23 |
24.7418 |
0.45 |
3.447 |
- |
- |
0.9 |
6.894 |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
37.8 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
37.8 |
- |
- |
- |
- |
- |
- |
| 5 |
miscellaneous(ARM287) :.Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge. |
210 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.03 |
6.3 |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
40.32 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1076544 |
0.000614 |
0.02475648 |
- |
- |
| 7 |
Road Work (AR1308) :.moorum and sand admixture laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR - Supplying & spreading moorum and sand admixture in a ratio (70:30) laying in sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge. |
75.1125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
0.384 |
28.8432 |
- |
- |
- |
- |
0.89578798586572 |
67.284875088339 |
| Total Qty |
73.547425 |
13.677 |
20.46 |
6.894 |
72.9432 |
0.1076544 |
0.02475648 |
67.284875088339 |
| Rate Per Unit |
0 |
88.55 |
331.2 |
331.2 |
88.55 |
0 |
0 |
40.25 |
| Total Amount |
0 |
1211.09835 |
6776.352 |
2283.2928 |
6459.12036 |
0 |
0 |
2708.2162223057 |
Total Royalty Amount (in Rs.): 19438.079732306
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
Rs. 4700
|
Rs. 4700 |
| 2 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 3 |
Any Other Lumpsum @
Rs. 9353
|
Rs. 9353 |
Total Addition Component Amount (in Rs.): 17053
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| No data to display. |
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 469999.00926718
