| State: Odisha |
District: Koraput |
Block: Laxmipur |
Gram Panchayat: Kakirigumma |
Work Code: OD/363/3475/119859/428850/00070383 (Repair and maintenance and water supply to Toilet at Kakirigumma High School)
Project Category: Building
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Laxmipur |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 19-12-2025 |
| Date of Completion: 27-12-2025 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: Secondary School |
| Project Type: Repair and Maintenance |
Name of Executant: GIRIJA SANKAR PATI |
Administrative Approval Details
Approval No.: OD/363/3475/119859/428850/00070383/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3475/119859/428850/00070383/TS
Fund Sanction No.: 28365
Fund Sanction Amount (in Rs.): 350000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0103aa) : Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department
|
Cum |
4.75875 |
375.4984464 |
1786.903231806 |
| 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 |
6.144 |
981.824232 |
6032.328081408 |
| 3 |
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 |
5.301 |
4410.672059087 |
23380.97258522 |
| 4 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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 |
2.753 |
5404.4978093 |
14878.582469003 |
| 5 |
R.C.C. Work (AR0404B) : Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9).
|
Cum |
1.62288 |
5801.659323621 |
9415.3968831181 |
| 6 |
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 |
2.48 |
8436.0747324 |
20921.465336352 |
| 7 |
Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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 |
12.449325 |
5061.49790464 |
63012.232401682 |
| 8 |
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 |
7.026 |
216.23489289764 |
1519.2663574988 |
| 9 |
R.C.C. Work (AR0410e) : 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. Lintels Data for 7.8 sqm
|
Sqm |
6.576 |
499.15267251462 |
3282.4279744561 |
Total Amount (in Rs.): 144229.57532054
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 (AR0103aa) : Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department
|
4.75875 |
Cubic Meter |
0.80472 |
3.8294613 |
- |
- |
- |
- |
- |
- |
| 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.
|
6.144 |
Cubic Meter |
0.1236 |
0.7593984 |
- |
- |
- |
- |
- |
- |
| 3 |
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.
|
5.301 |
Cubic Meter |
3.17 |
16.80417 |
- |
- |
1.41 |
7.47441 |
0.35 |
1.85535 |
| 4 |
Concrete (AR0303a) : Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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.
|
2.753 |
Cubic Meter |
3.9 |
10.7367 |
- |
- |
0.18 |
0.49554 |
- |
- |
| 5 |
R.C.C. Work (AR0404B) : Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9).
|
1.62288 |
Cubic Meter |
1.3333 |
2.163785904 |
0.0573 |
0.092991024 |
0.1 |
0.162288 |
- |
- |
| 6 |
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.
|
2.48 |
Quintal |
0.8 |
1.984 |
0.044 |
0.10912 |
- |
- |
0.3 |
0.744 |
| 7 |
Masonry Brick Work (AR0603ci) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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.
|
12.449325 |
Cubic Meter |
2.96 |
36.850002 |
- |
- |
1.05 |
13.07179125 |
0.35 |
4.35726375 |
| 8 |
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
|
7.026 |
Square Meter |
- |
- |
0.05 |
0.3513 |
0.05 |
0.3513 |
- |
- |
| 9 |
R.C.C. Work (AR0410e) : 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. Lintels Data for 7.8 sqm
|
6.576 |
Square Meter |
- |
- |
0.16025641025641 |
1.0538461538462 |
0.16025641025641 |
1.0538461538462 |
- |
- |
| Total Qty |
73.127517604 |
22.609175403846 |
6.95661375 |
1.6072571778462 |
| Rate Per Man Day |
462 |
562 |
612 |
512 |
| Total Amount |
33784.913133048 |
12706.356576962 |
4257.447615 |
822.91567505723 |
Total Labour Amount (in Rs.): 51571.633000067
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM034 |
BRM045 |
BRM060 |
BRM052 |
BRM162 |
BRM341 |
BRMMR0025 |
BRM006 |
BRM104 |
BRM092 |
BRM094 |
| 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) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0103aa) :.Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department |
4.75875 |
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. |
6.144 |
Cum |
1 |
6.144 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
5.301 |
Cum |
- |
- |
0.8151 |
4.3208451 |
0.34 |
1.80234 |
1 |
5.301 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
2.753 |
Cum |
- |
- |
2.29 |
6.30437 |
0.48 |
1.32144 |
- |
- |
0.96 |
2.64288 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0404B) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9). |
1.62288 |
Cum |
- |
- |
3.4733 |
5.636749104 |
0.45 |
0.730296 |
- |
- |
- |
- |
0.36 |
0.5842368 |
0.54 |
0.8763552 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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. |
2.48 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
1.984 |
1.05 |
2.604 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. |
12.449325 |
Cum |
- |
- |
0.672 |
8.3659464 |
0.28 |
3.485811 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
12.449325 |
400 |
4979.73 |
- |
- |
- |
- |
- |
- |
| 8 |
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 |
7.026 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.01875942 |
0.126 |
0.885276 |
- |
- |
| 9 |
R.C.C. Work (AR0410e) :.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. Lintels Data for 7.8 sqm |
6.576 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.034819076923077 |
- |
- |
0.26923076923077 |
1.7704615384615 |
| Total Qty |
6.144 |
24.627910604 |
7.339887 |
5.301 |
2.64288 |
0.5842368 |
0.8763552 |
1.984 |
2.604 |
12.449325 |
4979.73 |
0.053578496923077 |
0.885276 |
1.7704615384615 |
| Rate Per Unit |
868.75 |
572.287 |
872.67 |
659.11 |
1154.51 |
1785.82 |
1749.44 |
90.1 |
6222.297 |
33 |
5.24616 |
58573.086 |
229.106 |
240.106 |
| Total Amount |
5337.6 |
14094.233075831 |
6405.29918829 |
3493.94211 |
3051.2313888 |
1043.341762176 |
1533.130841088 |
178.7584 |
16202.861388 |
410.827725 |
26124.4603368 |
3138.2579080261 |
202.822043256 |
425.09843815385 |
Total Material Amount (in Rs.): 81641.864605421
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM034 |
BRM045 |
BRM060 |
BRM052 |
BRM341 |
BRM006 |
BRM104 |
BRM092 |
BRM094 |
| 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 (AR0103aa) :.Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume in foundation and plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the department |
4.75875 |
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. |
6.144 |
Cum |
1 |
6.144 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
5.301 |
Cum |
- |
- |
0.8151 |
4.3208451 |
0.34 |
1.80234 |
1 |
5.301 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. |
2.753 |
Cum |
- |
- |
2.29 |
6.30437 |
0.48 |
1.32144 |
- |
- |
0.96 |
2.64288 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0404B) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9). |
1.62288 |
Cum |
- |
- |
3.4733 |
5.636749104 |
0.45 |
0.730296 |
- |
- |
- |
- |
0.36 |
0.5842368 |
0.54 |
0.8763552 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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. |
2.48 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
2.604 |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (23cm x 11cm 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. |
12.449325 |
Cum |
- |
- |
0.672 |
8.3659464 |
0.28 |
3.485811 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
400 |
4979.73 |
- |
- |
- |
- |
- |
- |
| 8 |
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 |
7.026 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.01875942 |
0.000614 |
0.004313964 |
- |
- |
| 9 |
R.C.C. Work (AR0410e) :.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. Lintels Data for 7.8 sqm |
6.576 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.034819076923077 |
- |
- |
0.0035384615384615 |
0.023268923076923 |
| Total Qty |
6.144 |
24.627910604 |
7.339887 |
5.301 |
2.64288 |
0.5842368 |
0.8763552 |
2.604 |
4979.73 |
0.053578496923077 |
0.004313964 |
0.023268923076923 |
| Rate Per Unit |
46.25 |
0 |
46.25 |
377.5 |
377.5 |
377.5 |
377.5 |
0 |
0 |
0 |
0 |
0 |
| Total Amount |
284.16 |
0 |
339.46977375 |
2001.1275 |
997.6872 |
220.549392 |
330.824088 |
0 |
0 |
0 |
0 |
0 |
Total Royalty Amount (in Rs.): 4173.81795375
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 2000
|
Rs. 2000 |
| 2 |
Contingency @
Rs. 1480
|
Rs. 1480 |
Total Addition Component Amount (in Rs.): 3480
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 1480
|
Rs. 1480 |
| 2 |
Royalty @
Rs. 1694.517405
|
Rs. 1695 |
| 3 |
Additional Royalty @
Rs. 2225.122938
|
Rs. 2225 |
| 4 |
EMF @
Rs. 84.72587025
|
Rs. 85 |
| 5 |
DMF @
Rs. 169.4517405
|
Rs. 169 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 201.195
|
Rs. 201.195 |
| 7 |
Labour Cess @
Rs. 1480
|
Rs. 1480 |
Total Deduction Component Amount (in Rs.): 7335.195
Total Net Amount (in Rs.): 140374.38032054
