| State: Odisha |
District: Ganjam |
Block: Bellaguntha |
Gram Panchayat: Inginathi |
Work Code: OD/354/3366/117623/410644/00038987 (Renovation of Gouda Gopal Swami Community Center at Inginathi)
Project Category: Building
| Financial Year: 2023-24 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Bellaguntha |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 21-07-2025 |
| Date of Completion: 24-07-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: Community Centre |
| Project Type: Renovation or Rejuvenation |
Name of Executant: SATYA NARAYAN BEHERA |
Administrative Approval Details
Approval No.: OD/354/3366/117623/410644/00038987/AS
Technical Sanction Details
Technical Sanction No.: OD/354/3366/117623/410644/00038987/TS
Fund Sanction No.: 7065
Fund Sanction Amount (in Rs.): 300000
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 |
4.48 |
240.77592 |
1078.6761216 |
| 2 |
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 |
2.46 |
541.686432 |
1332.54862272 |
| 3 |
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 |
12.04 |
5459.0551308 |
65727.023774832 |
| 4 |
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 |
6.27 |
5029.18350004 |
31532.980545251 |
| 5 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside)
|
Sqm |
106.8 |
78.8505283 |
8421.23642244 |
| 6 |
Concrete (AR0318) : 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) - 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) including hoisting and laying in position compacting and curing for the proper period with cost conveyance, royalty, taxes of all materials, labor and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (Old Work)
|
Sqm |
128.25 |
741.636261684 |
95114.850560973 |
| 7 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
Sqm |
95.42 |
358.633744756 |
34220.831924618 |
| 8 |
Masonry Stone Work (AR0703) : Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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 |
3.6 |
4203.672775732 |
15133.221992635 |
| 9 |
Painting (AR0918f) : Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside)
|
Sqm |
74.43 |
87.87319665 |
6540.4020266595 |
| 10 |
Iron Work (AR1704) : Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge.
|
Qntl |
2.0679 |
16115.130365087 |
33324.478081963 |
Total Amount (in Rs.): 292426.25007369
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
|
4.48 |
Cubic Meter |
0.516 |
2.31168 |
- |
- |
- |
- |
- |
- |
| 2 |
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.
|
2.46 |
Cubic Meter |
0.1236 |
0.304056 |
- |
- |
- |
- |
- |
- |
| 3 |
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.
|
12.04 |
Cubic Meter |
3.9 |
46.956 |
- |
- |
0.18 |
2.1672 |
- |
- |
| 4 |
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.
|
6.27 |
Cubic Meter |
2.96 |
18.5592 |
- |
- |
1.05 |
6.5835 |
0.35 |
2.1945 |
| 5 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside)
|
106.8 |
Square Meter |
0.062 |
6.6216 |
- |
- |
- |
- |
0.052 |
5.5536 |
| 6 |
Concrete (AR0318) : 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) - 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) including hoisting and laying in position compacting and curing for the proper period with cost conveyance, royalty, taxes of all materials, labor and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (Old Work)
|
128.25 |
Square Meter |
1.008 |
129.276 |
- |
- |
- |
- |
0.165 |
21.16125 |
| 7 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
95.42 |
Square Meter |
0.36 |
34.3512 |
- |
- |
- |
- |
0.13 |
12.4046 |
| 8 |
Masonry Stone Work (AR0703) : Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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.
|
3.6 |
Cubic Meter |
3.17 |
11.412 |
- |
- |
1.41 |
5.076 |
0.35 |
1.26 |
| 9 |
Painting (AR0918f) : Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside)
|
74.43 |
Square Meter |
0.064 |
4.76352 |
- |
- |
- |
- |
0.054 |
4.01922 |
| 10 |
Iron Work (AR1704) : Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge.
|
2.0679 |
Quintal |
6.3976377952756 |
13.22967519685 |
1.9685039370079 |
4.0706692913386 |
3.9370078740157 |
8.1413385826772 |
3.4448818897638 |
7.1236712598425 |
| Total Qty |
267.78493119685 |
21.968038582677 |
53.716841259843 |
4.0706692913386 |
| Rate Per Man Day |
462 |
562 |
612 |
512 |
| Total Amount |
123716.63821294 |
12346.037683465 |
32874.706851024 |
2084.1826771654 |
Total Labour Amount (in Rs.): 171021.5654246
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
BRM142 |
BRM064 |
BRM056 |
BRM057 |
BRM034 |
BRM255 |
BRM341 |
| 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 |
4.48 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
2.46 |
Cum |
1 |
2.46 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
12.04 |
Cum |
- |
- |
2.29 |
27.5716 |
0.48 |
5.7792 |
0.96 |
11.5584 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
6.27 |
Cum |
- |
- |
0.672 |
4.21344 |
0.28 |
1.7556 |
- |
- |
350 |
2194.5 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) |
106.8 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
26.7 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
Concrete (AR0318) :.4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) - 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) including hoisting and laying in position compacting and curing for the proper period with cost conveyance, royalty, taxes of all materials, labor and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (Old Work) |
128.25 |
Sqm |
- |
- |
0.1287 |
16.505775 |
0.018 |
2.3085 |
- |
- |
- |
- |
- |
- |
0.018 |
2.3085 |
0.018 |
2.3085 |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
95.42 |
Sqm |
- |
- |
0.0858 |
8.187036 |
0.012 |
1.14504 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.023 |
2.19466 |
- |
- |
- |
- |
- |
- |
| 8 |
Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. |
3.6 |
Cum |
- |
- |
0.8151 |
2.93436 |
0.34 |
1.224 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
3.6 |
- |
- |
- |
- |
| 9 |
Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) |
74.43 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.125 |
9.30375 |
- |
- |
| 10 |
Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. |
2.0679 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
2.0679 |
| Total Qty |
2.46 |
59.412211 |
12.21234 |
11.5584 |
2194.5 |
26.7 |
2.3085 |
2.3085 |
2.19466 |
3.6 |
9.30375 |
2.0679 |
| Rate Per Unit |
403.97 |
593.232 |
407.34 |
1336.36 |
6.1539 |
70.40732 |
1155.02 |
1737.73 |
1411.11 |
630.39 |
195.09732 |
6505.642 |
| Total Amount |
993.7662 |
35245.224755952 |
4974.5745756 |
15446.183424 |
13504.73355 |
1879.875444 |
2666.36367 |
4011.549705 |
3096.9066726 |
2269.404 |
1815.13669095 |
13453.0170918 |
Total Material Amount (in Rs.): 99356.735779902
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM005 |
BRM142 |
BRM064 |
BRM056 |
BRM057 |
BRM034 |
BRM255 |
BRM341 |
| 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 |
4.48 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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. |
2.46 |
Cum |
1 |
2.46 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
12.04 |
Cum |
- |
- |
2.29 |
27.5716 |
0.48 |
5.7792 |
0.96 |
11.5584 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
6.27 |
Cum |
- |
- |
0.672 |
4.21344 |
0.28 |
1.7556 |
- |
- |
350 |
2194.5 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) |
106.8 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
26.7 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
Concrete (AR0318) :.4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) - 4cm thick grading concrete (1:2:4) on roof slab with 12mm size hard granite chips (Crusher Broken) including hoisting and laying in position compacting and curing for the proper period with cost conveyance, royalty, taxes of all materials, labor and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. (Old Work) |
128.25 |
Sqm |
- |
- |
0.1287 |
16.505775 |
0.018 |
2.3085 |
- |
- |
- |
- |
- |
- |
0.018 |
2.3085 |
0.018 |
2.3085 |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
95.42 |
Sqm |
- |
- |
0.0858 |
8.187036 |
0.012 |
1.14504 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.023 |
2.19466 |
- |
- |
- |
- |
- |
- |
| 8 |
Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. |
3.6 |
Cum |
- |
- |
0.8151 |
2.93436 |
0.34 |
1.224 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
3.6 |
- |
- |
- |
- |
| 9 |
Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) |
74.43 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.125 |
9.30375 |
- |
- |
| 10 |
Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. |
2.0679 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
2.0679 |
| Total Qty |
2.46 |
59.412211 |
12.21234 |
11.5584 |
2194.5 |
26.7 |
2.3085 |
2.3085 |
2.19466 |
3.6 |
9.30375 |
2.0679 |
| Rate Per Unit |
75.25 |
0 |
75.25 |
279.5 |
0.04025 |
0 |
284.5 |
284.5 |
284.5 |
284.5 |
0 |
0 |
| Total Amount |
185.115 |
0 |
918.978585 |
3230.5728 |
88.328625 |
0 |
656.76825 |
656.76825 |
624.38077 |
1024.2 |
0 |
0 |
Total Royalty Amount (in Rs.): 7385.11228
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 1572.75
|
Rs. 1572.75 |
| 2 |
Any Other Lumpsum @
Rs. 3000
|
Rs. 3000 |
| 3 |
Contingency @
Rs. 3000
|
Rs. 3000 |
Total Addition Component Amount (in Rs.): 7572.75
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 3000
|
Rs. 3000 |
| 2 |
Royalty @
Rs. 3446.4472
|
Rs. 3446.4472 |
| 3 |
Additional Royalty @
Rs. 3421.698
|
Rs. 3421.698 |
| 4 |
EMF @
Rs. 172.32236
|
Rs. 172.32236 |
| 5 |
DMF @
Rs. 344.64472
|
Rs. 344.64472 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 481.29
|
Rs. 481.29 |
| 7 |
Labour Cess @
Rs. 3000
|
Rs. 3000 |
Total Deduction Component Amount (in Rs.): 13866.40228
Total Net Amount (in Rs.): 286132.59779369
