| State: Odisha |
District: Balangir |
Block: Muribahal |
Gram Panchayat: Gudighat |
Work Code: OD/345/3292/115923/421111/00063626 (Const of Vana Suraksha Samiti Building at Babejuri)
Project Category: Building
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Muribahal |
Bill Status:
1st Bill
|
| Proposal Date: - |
Date of Commencement: 18-11-2025 |
| Date of Completion: - |
Scheme Name: Construction of Vana Suraksha Samiti Building |
| Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti |
Project Sub-Category: Vana Suraksha Samiti Building |
| Project Type: New Work |
Name of Executant: DEBANANDA MEHER |
Administrative Approval Details
Approval No.: OD/345/3292/115923/421111/00063626/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3292/115923/421111/00063626/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 850000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
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 |
22.60384675 |
458.543232 |
10364.840944378 |
| 2 |
Earth Work (AR0122Ai) : Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift - Earth work in all kinds of soil 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 |
32.28853125 |
220.96043508 |
7134.4879130942 |
| 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 |
9.2000972325 |
5306.88580986 |
48823.865452487 |
| 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 |
25.38983012 |
216.23489289764 |
5490.1671966875 |
| 5 |
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 |
45.56745 |
1047.3822930467 |
47726.540269291 |
| 6 |
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 |
9.250982 |
499.15267251462 |
4617.6523886846 |
| 7 |
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 |
9.791968 |
8911.5550079 |
87261.661467597 |
| 8 |
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 |
11.932512465 |
5520.7999407722 |
65877.014110036 |
| 9 |
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 |
19.99416225 |
5152.530781048 |
103020.53643439 |
| 10 |
Masonry Stone Work (AR0717) : Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge.
|
Cum |
14.43845907 |
5139.243786648 |
74202.761064269 |
Total Amount (in Rs.): 454519.52724092
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Semi-Skilled
|
Highly-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 512 |
Rs. 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) |
| 1 |
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.
|
22.60384675 |
Cubic Meter |
0.1236 |
2.7938354583 |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0122Ai) : Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift - Earth work in all kinds of soil 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.
|
32.28853125 |
Cubic Meter |
0.473534 |
15.289717356937 |
- |
- |
- |
- |
- |
- |
| 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.
|
9.2000972325 |
Cubic Meter |
3.9 |
35.88037920675 |
- |
- |
0.18 |
1.65601750185 |
- |
- |
| 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
|
25.38983012 |
Square Meter |
- |
- |
0.05 |
1.269491506 |
0.05 |
1.269491506 |
- |
- |
| 5 |
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
|
45.56745 |
Square Meter |
- |
- |
0.6547619047619 |
29.835830357143 |
0.6547619047619 |
29.835830357143 |
- |
- |
| 6 |
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
|
9.250982 |
Square Meter |
- |
- |
0.16025641025641 |
1.4825291666667 |
0.16025641025641 |
1.4825291666667 |
- |
- |
| 7 |
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.
|
9.791968 |
Quintal |
0.8 |
7.8335744 |
0.044 |
0.430846592 |
- |
- |
0.3 |
2.9375904 |
| 8 |
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)
|
11.932512465 |
Cubic Meter |
1.3333 |
15.909618869584 |
0.0573 |
0.6837329642445 |
0.1 |
1.1932512465 |
- |
- |
| 9 |
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.
|
19.99416225 |
Cubic Meter |
2.96 |
59.18272026 |
- |
- |
1.05 |
20.9938703625 |
0.35 |
6.9979567875 |
| 10 |
Masonry Stone Work (AR0717) : Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge.
|
14.43845907 |
Cubic Meter |
1.21 |
17.4705354747 |
1.41 |
20.3582272887 |
1.05 |
15.1603820235 |
2.295 |
33.13626356565 |
| Total Qty |
154.36038102627 |
71.59137216416 |
54.060657874754 |
43.07181075315 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
71314.496034138 |
40234.351156258 |
27679.056831874 |
26359.948180928 |
Total Labour Amount (in Rs.): 165587.8522032
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM084 |
BRM094 |
BRM162 |
BRM341 |
BRM060 |
BRM052 |
BRM005 |
BRM079 |
| 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 (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. |
22.60384675 |
Cum |
1 |
22.60384675 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0122Ai) :.Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift - Earth work in all kinds of soil 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. |
32.28853125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
9.2000972325 |
Cum |
- |
- |
2.29 |
21.068222662425 |
0.48 |
4.4160466716 |
0.96 |
8.8320933432 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
25.38983012 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0677908464204 |
0.126 |
3.19911859512 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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 |
45.56745 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.23651676428571 |
- |
- |
0.55238095238095 |
25.170591428571 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
9.250982 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.048982763666667 |
- |
- |
- |
- |
0.26923076923077 |
2.490649 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
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. |
9.791968 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
7.8335744 |
1.05 |
10.2815664 |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
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) |
11.932512465 |
Cum |
- |
- |
3.4733 |
41.445195544685 |
0.45 |
5.36963060925 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.36 |
4.2957044874 |
0.54 |
6.4435567311 |
- |
- |
- |
- |
| 9 |
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. |
19.99416225 |
Cum |
- |
- |
0.672 |
13.436077032 |
0.28 |
5.59836543 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
6997.9567875 |
- |
- |
| 10 |
Masonry Stone Work (AR0717) :.Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge. |
14.43845907 |
Cum |
- |
- |
0.572 |
8.25879858804 |
0.24 |
3.4652301768 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
14.43845907 |
| Total Qty |
22.60384675 |
84.208293827149 |
18.84927288765 |
8.8320933432 |
0.35329037437278 |
3.19911859512 |
25.170591428571 |
2.490649 |
7.8335744 |
10.2815664 |
4.2957044874 |
6.4435567311 |
6997.9567875 |
14.43845907 |
| Rate Per Unit |
347.95 |
578.157 |
548.19 |
1401.46 |
58573.086 |
229.106 |
250.166 |
240.106 |
90 |
6604.137 |
1806.21 |
1788.5 |
6.59565 |
1103.66 |
| Total Amount |
7865.0084766625 |
48685.614534223 |
10332.982904281 |
12377.825536761 |
20693.307481109 |
732.93726485356 |
6296.82617532 |
598.019768794 |
705.021696 |
67900.873080197 |
7758.9444021868 |
11524.301213572 |
46156.073685474 |
15935.149737196 |
Total Material Amount (in Rs.): 257562.88595663
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM104 |
BRM092 |
BRM084 |
BRM094 |
BRM341 |
BRM060 |
BRM052 |
BRM005 |
BRM079 |
| 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 (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. |
22.60384675 |
Cum |
1 |
22.60384675 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0122Ai) :.Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift - Earth work in all kinds of soil 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. |
32.28853125 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
9.2000972325 |
Cum |
- |
- |
2.29 |
21.068222662425 |
0.48 |
4.4160466716 |
0.96 |
8.8320933432 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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 |
25.38983012 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0677908464204 |
0.000614 |
0.01558935569368 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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 |
45.56745 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.23651676428571 |
- |
- |
0.0056666666666667 |
0.25821555 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
9.250982 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.048982763666667 |
- |
- |
- |
- |
0.0035384615384615 |
0.032734244 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
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. |
9.791968 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
10.2815664 |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
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) |
11.932512465 |
Cum |
- |
- |
3.4733 |
41.445195544685 |
0.45 |
5.36963060925 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.36 |
4.2957044874 |
0.54 |
6.4435567311 |
- |
- |
- |
- |
| 9 |
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. |
19.99416225 |
Cum |
- |
- |
0.672 |
13.436077032 |
0.28 |
5.59836543 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
6997.9567875 |
- |
- |
| 10 |
Masonry Stone Work (AR0717) :.Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge. |
14.43845907 |
Cum |
- |
- |
0.572 |
8.25879858804 |
0.24 |
3.4652301768 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
14.43845907 |
| Total Qty |
22.60384675 |
84.208293827149 |
18.84927288765 |
8.8320933432 |
0.35329037437278 |
0.01558935569368 |
0.25821555 |
0.032734244 |
10.2815664 |
4.2957044874 |
6.4435567311 |
6997.9567875 |
14.43845907 |
| Rate Per Unit |
48.95 |
0 |
48.95 |
179.35 |
0 |
0 |
0 |
0 |
0 |
179.35 |
179.35 |
0 |
179.35 |
| Total Amount |
1106.4582984125 |
0 |
922.67190785047 |
1584.0359411029 |
0 |
0 |
0 |
0 |
0 |
770.43459981519 |
1155.6518997228 |
0 |
2589.5376342045 |
Total Royalty Amount (in Rs.): 8128.7902811084
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3500
|
Rs. 3500 |
| 2 |
Contingency @
1%
|
Rs. 4545.1952724092 |
Total Addition Component Amount (in Rs.): 8045.1952724092
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 4545.19
|
Rs. 4545.19 |
| 2 |
Royalty @
Rs. 5872.1349594388
|
Rs. 5872.1349594388 |
| 3 |
Additional Royalty @
Rs. 1375.8350777538
|
Rs. 1375.8350777538 |
| 4 |
EMF @
Rs. 293.60674797194
|
Rs. 293.60674797194 |
| 5 |
DMF @
Rs. 587.21349594387
|
Rs. 587.21349594387 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 17 x 3.945) @ 670.65
|
Rs. 670.65 |
| 7 |
Labour Cess @
1%
|
Rs. 4625.6472251333 |
Total Deduction Component Amount (in Rs.): 17970.277506242
Total Net Amount (in Rs.): 444594.44500708
