| State: Odisha |
District: Balasore |
Block: Baliapal |
Gram Panchayat: Devog |
Work Code: OD/346/3300/116105/391981/00070496 (DEEVELOPMENT OF DUMICHAK HAAT)
Project Category: Other Infrastructure
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Baliapal |
Bill Status:
1st Bill
|
| Proposal Date: - |
Date of Commencement: 22-12-2025 |
| Date of Completion: - |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Development of Rural Haat |
Project Sub-Category: Rural Haat |
| Project Type: Upgradation or Improvement |
Name of Executant: ARUN KUMAR JENA |
Administrative Approval Details
Approval No.: OD/346/3300/116105/391981/00070496/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3300/116105/391981/00070496/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 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
|
Cum |
6.3429632 |
240.77592 |
1527.2328000061 |
| 2 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth 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 |
6.975277344 |
5734.25350316 |
39998.008545345 |
| 3 |
R.C.C. Work (AR0404A) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering)
|
Cum |
23.704443970189 |
7194.572826724 |
170543.34846052 |
| 4 |
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 |
61.597011575 |
216.39264180804 |
13329.140062195 |
| 5 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
Qntl |
28.3322028 |
8427.9076199 |
238781.18786667 |
| 6 |
Pile Foundation (AR1501bc) : Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (300mm dia and 4.0 meter long)
|
Nos |
14 |
4381.4117645 |
61339.764703 |
| 7 |
R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm
|
Sqm |
100.64460699 |
1047.9038224181 |
105465.86837059 |
Total Amount (in Rs.): 630984.55080833
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
Semi-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 612 |
Rs. 512 |
| 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
|
6.3429632 |
Cubic Meter |
0.516 |
3.2729690112 |
- |
- |
- |
- |
- |
- |
| 2 |
Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth 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.
|
6.975277344 |
Cubic Meter |
2.96 |
20.64682093824 |
- |
- |
1.05 |
7.3240412112 |
0.35 |
2.4413470704 |
| 3 |
R.C.C. Work (AR0404A) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering)
|
23.704443970189 |
Cubic Meter |
1.3333 |
31.605135145453 |
0.0573 |
1.3582646394918 |
0.1 |
2.3704443970189 |
- |
- |
| 4 |
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
|
61.597011575 |
Square Meter |
- |
- |
0.05 |
3.07985057875 |
0.05 |
3.07985057875 |
- |
- |
| 5 |
R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge.
|
28.3322028 |
Quintal |
0.8 |
22.66576224 |
0.044 |
1.2466169232 |
- |
- |
0.3 |
8.49966084 |
| 6 |
Pile Foundation (AR1501bc) : Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (300mm dia and 4.0 meter long)
|
14 |
Number |
0.526 |
7.364 |
0.023 |
0.322 |
0.04 |
0.56 |
1.65 |
23.1 |
| 7 |
R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm
|
100.64460699 |
Square Meter |
- |
- |
0.6547619047619 |
65.898254576786 |
0.6547619047619 |
65.898254576786 |
- |
- |
| Total Qty |
85.554687334893 |
79.232590763755 |
34.0410079104 |
71.904986718228 |
| Rate Per Man Day |
462 |
562 |
612 |
512 |
| Total Amount |
39526.265548721 |
44528.71600923 |
20833.096841165 |
36815.353199733 |
Total Labour Amount (in Rs.): 141703.43159885
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM005 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM162 |
BRM341 |
BRM178 |
BRM342 |
BRM056 |
BRM084 |
| 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) |
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 |
6.3429632 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth 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. |
6.975277344 |
Cum |
0.672 |
4.687386375168 |
0.28 |
1.95307765632 |
350 |
2441.3470704 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0404A) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) |
23.704443970189 |
Cum |
3.4733 |
82.332645241657 |
0.45 |
10.666999786585 |
- |
- |
0.36 |
8.533599829268 |
0.54 |
12.800399743902 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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 |
61.597011575 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.16446402090525 |
0.126 |
7.76122345845 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
28.3322028 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
22.66576224 |
1.05 |
29.74881294 |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
Pile Foundation(AR1501bc) :.Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (300mm dia and 4.0 meter long) |
14 |
Nos |
1.5 |
21 |
0.178 |
2.492 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.825 |
11.55 |
0.33 |
4.62 |
0.356 |
4.984 |
- |
- |
| 7 |
R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm |
100.64460699 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.52239343628143 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.55238095238095 |
55.594163861143 |
| Total Qty |
108.02003161683 |
15.112077442905 |
2441.3470704 |
8.533599829268 |
12.800399743902 |
0.68685745718668 |
7.76122345845 |
22.66576224 |
29.74881294 |
11.55 |
4.62 |
4.984 |
55.594163861143 |
| Rate Per Unit |
567.932 |
1030.79 |
7.56885 |
2924.58 |
2888.2 |
58620.646 |
276.666 |
90 |
6216.742 |
337.87 |
450 |
2902.53 |
297.726 |
| Total Amount |
61348.032596207 |
15577.378307372 |
18478.189773797 |
24957.195388681 |
36970.114540338 |
40264.0278502 |
2147.2666493555 |
2039.9186016 |
184940.69485424 |
3902.3985 |
2079 |
14466.20952 |
16551.828029723 |
Total Material Amount (in Rs.): 423722.25461151
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM005 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM341 |
BRM056 |
BRM084 |
| 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 |
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 |
6.3429632 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth 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. |
6.975277344 |
Cum |
0.672 |
4.687386375168 |
0.28 |
1.95307765632 |
350 |
2441.3470704 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0404A) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) |
23.704443970189 |
Cum |
3.4733 |
82.332645241657 |
0.45 |
10.666999786585 |
- |
- |
0.36 |
8.533599829268 |
0.54 |
12.800399743902 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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 |
61.597011575 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.16446402090525 |
0.000614 |
0.03782056510705 |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
28.3322028 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
29.74881294 |
- |
- |
- |
- |
| 6 |
Pile Foundation(AR1501bc) :.Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (300mm dia and 4.0 meter long) |
14 |
Nos |
1.5 |
21 |
0.178 |
2.492 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.356 |
4.984 |
- |
- |
| 7 |
R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm |
100.64460699 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.52239343628143 |
- |
- |
- |
- |
- |
- |
0.0056666666666667 |
0.57031943961 |
| Total Qty |
108.02003161683 |
15.112077442905 |
2441.3470704 |
8.533599829268 |
12.800399743902 |
0.68685745718668 |
0.03782056510705 |
29.74881294 |
4.984 |
0.57031943961 |
| Rate Per Unit |
0 |
433.25 |
0 |
522.5 |
522.5 |
0 |
0 |
0 |
522.5 |
0 |
| Total Amount |
0 |
6547.3075521386 |
0 |
4458.8059107926 |
6688.2088661888 |
0 |
0 |
0 |
2604.14 |
0 |
Total Royalty Amount (in Rs.): 20298.46232912
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 5000
|
Rs. 5000 |
Total Addition Component Amount (in Rs.): 5000
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
1%
|
Rs. 6359.8455080833 |
| 2 |
Royalty @
Rs. 3950.2626550138
|
Rs. 3950.2626550138 |
| 3 |
Additional Royalty @
Rs. 15755.660275854
|
Rs. 15755.660275854 |
| 4 |
EMF @
Rs. 197.51313275069
|
Rs. 197.51313275069 |
| 5 |
DMF @
Rs. 395.02626550138
|
Rs. 395.02626550138 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 856.065
|
Rs. 856.065 |
| 7 |
Labour Cess @
1%
|
Rs. 6359.8455080833 |
Total Deduction Component Amount (in Rs.): 33874.218345286
Total Net Amount (in Rs.): 602110.33246304
