| State: Odisha |
District: Sambalpur |
Block: Dhankauda |
Gram Panchayat: Sason |
Work Code: OD/371/3559/121307/381717/00043380 (Preservation & Development of Khairbandh, Kamal Chowk)
Project Category: Water Body
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Dhankauda |
Proposal Date: - |
| Date of Commencement: 11-03-2026 |
Date of Completion: 08-04-2026 |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Preservation and Development of Water Bodies |
| Project Sub-Category: Tank |
Project Type: Upgradation or Improvement |
| Name of Executant: SUBRAT SHARMA |
|
Administrative Approval Details
Approval No.: OD/371/3559/121307/381717/00043380/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3559/121307/381717/00043380/TS
Fund Sanction No.: 30
Fund Sanction Amount (in Rs.): 663694
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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.
|
Cum |
4336.48488 |
67.165 |
291260.0069652 |
| 2 |
Earth Work (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought 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 |
56.302744 |
265.152522096 |
14928.814572525 |
| 3 |
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 |
17.60394 |
1039.555832 |
18300.278493178 |
| 4 |
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 |
19.25238 |
5785.6087348 |
111386.73789369 |
| 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 |
22.749916 |
7293.8242416 |
165933.88881516 |
| 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 |
112.2384 |
216.39264180804 |
24287.563888308 |
| 7 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
2.4066 |
5083.69352324 |
12234.416833029 |
| 8 |
Plastering (AR1004i) : 12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (1:6) over Brick work in outside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
Sqm |
40.8954 |
174.530074136 |
7137.4771938214 |
Total Amount (in Rs.): 645469.18465491
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
Highly-Skilled
|
| 462 |
562 |
512 |
612 |
| 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) |
| 2 |
Earth Work (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought 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
|
56.302744 |
Cubic Meter |
0.5682408 |
31.993516292755 |
- |
- |
- |
- |
- |
- |
| 3 |
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.
|
17.60394 |
Cubic Meter |
0.1236 |
2.175846984 |
- |
- |
- |
- |
- |
- |
| 4 |
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.
|
19.25238 |
Cubic Meter |
3.9 |
75.084282 |
- |
- |
0.18 |
3.4654284 |
- |
- |
| 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.
|
22.749916 |
Cubic Meter |
4.6 |
104.6496136 |
- |
- |
0.68 |
15.46994288 |
- |
- |
| 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
|
112.2384 |
Square Meter |
- |
- |
0.05 |
5.61192 |
0.05 |
5.61192 |
- |
- |
| 7 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
2.4066 |
Cubic Meter |
2.96 |
7.123536 |
- |
- |
1.05 |
2.52693 |
0.35 |
0.84231 |
| 8 |
Plastering (AR1004i) : 12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (1:6) over Brick work in outside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
40.8954 |
Square Meter |
0.12 |
4.907448 |
- |
- |
0.14 |
5.725356 |
- |
- |
| Total Qty |
225.93424287676 |
32.79957728 |
5.61192 |
0.84231 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
104381.62020906 |
18433.36243136 |
2873.30304 |
515.49372 |
Total Labour Amount (in Rs.): 126203.77940042
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRMMR0065 |
BRMMR0102 |
BRMMR0104 |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM104 |
BRM092 |
BRMMR0025 |
BRM005 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
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. |
4336.48488 |
Cum |
1 |
4336.48488 |
1 |
4336.48488 |
1 |
4336.48488 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought 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 |
56.302744 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
17.60394 |
Cum |
- |
- |
- |
- |
- |
- |
1 |
17.60394 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
19.25238 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
2.29 |
44.0879502 |
0.48 |
9.2411424 |
0.96 |
18.4822848 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
22.749916 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
3.23 |
73.48222868 |
0.45 |
10.2374622 |
- |
- |
0.9 |
20.4749244 |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
112.2384 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.299676528 |
0.126 |
14.1420384 |
- |
- |
- |
- |
| 7 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
2.4066 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
0.672 |
1.6172352 |
0.28 |
0.673848 |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
2.4066 |
350 |
842.31 |
| 8 |
Plastering (AR1004i) :.12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (1:6) over Brick work in outside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
40.8954 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.0358 |
1.46405532 |
0.015 |
0.613431 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
4336.48488 |
4336.48488 |
4336.48488 |
17.60394 |
120.6514694 |
20.7658836 |
18.4822848 |
20.4749244 |
0.299676528 |
14.1420384 |
2.4066 |
842.31 |
| Rate Per Unit |
1 |
25.01 |
40.49 |
931.91 |
572.732 |
938.79 |
1746.81 |
2193.43 |
58620.646 |
276.666 |
33 |
6.01135 |
| Total Amount |
4336.48488 |
108455.4868488 |
175584.2727912 |
16405.2877254 |
69100.957372401 |
19494.803864844 |
32285.039911488 |
44910.313426692 |
17567.231662397 |
3912.6211959744 |
79.4178 |
5063.4202185 |
Total Material Amount (in Rs.): 497195.3376977
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM104 |
BRM092 |
BRM005 |
| 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 |
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. |
4336.48488 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought 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 |
56.302744 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
17.60394 |
Cum |
1 |
17.60394 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
19.25238 |
Cum |
- |
- |
2.29 |
44.0879502 |
0.48 |
9.2411424 |
0.96 |
18.4822848 |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
22.749916 |
Cum |
- |
- |
3.23 |
73.48222868 |
0.45 |
10.2374622 |
- |
- |
0.9 |
20.4749244 |
- |
- |
- |
- |
- |
- |
| 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 |
112.2384 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.299676528 |
0.000614 |
0.0689143776 |
- |
- |
| 7 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
2.4066 |
Cum |
- |
- |
0.672 |
1.6172352 |
0.28 |
0.673848 |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
842.31 |
| 8 |
Plastering (AR1004i) :.12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (1:6) over Brick work in outside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
40.8954 |
Sqm |
- |
- |
0.0358 |
1.46405532 |
0.015 |
0.613431 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
17.60394 |
120.6514694 |
20.7658836 |
18.4822848 |
20.4749244 |
0.299676528 |
0.0689143776 |
842.31 |
| Rate Per Unit |
40.25 |
0 |
40.25 |
149.5 |
149.5 |
0 |
0 |
0 |
| Total Amount |
708.558585 |
0 |
835.8268149 |
2763.1015776 |
3061.0011978 |
0 |
0 |
0 |
Total Royalty Amount (in Rs.): 7368.4881753
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 5000
|
Rs. 5000 |
| 2 |
Any Other Lumpsum @
1%
|
Rs. 6454.6918465491 |
| 3 |
Provision for Contingency @
1%
|
Rs. 6454.6918465491 |
Total Addition Component Amount (in Rs.): 17909.383693098
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.): 663378.56834801
