| State: Odisha |
District: Balangir |
Block: Balangir |
Gram Panchayat: Chandanbhati |
Work Code: OD/345/3285/115783/420044/00015160 (Const. of Facility Centre at GP Office, Chandanbhati)
Project Category: Building
| Financial Year: 2021-22 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Balangir |
Bill Status:
1st Bill
|
| Proposal Date: - |
Date of Commencement: 28-07-2025 |
| Date of Completion: - |
Scheme Name: 5th SFC Grant in Aid |
| Scheme Component Name: Infrastructure for Banking Facilities at GP Hqrs |
Project Sub-Category: GP Facility Centre |
| Project Type: New Work |
Name of Executant: |
Administrative Approval Details
Approval No.: OD/345/3285/115783/420044/00015160/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3285/115783/420044/00015160/TS
Fund Sanction No.: 343/ZP
Fund Sanction Amount (in Rs.): 1000000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
|
Cum |
26.860183808 |
265.152522096 |
7122.0454806533 |
| 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 |
30.95945403328 |
550.857232 |
17054.239153004 |
| 3 |
R.C.C. Work (AR0404Aa) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.)
|
Cum |
23.19937232976 |
6066.7371700035 |
140744.49443371 |
| 4 |
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 |
19.8 |
8907.7722044 |
176373.88964712 |
| 5 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
24.93992532288 |
5146.885822368 |
128362.94805525 |
| 6 |
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 |
22.6643185904 |
1048.1124341667 |
23754.754126514 |
| 7 |
Concrete (AR0304) : Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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 |
10.635241073882 |
4926.48545168 |
52394.360425589 |
| 8 |
R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height
|
Sqm |
86.5421917184 |
663.54326911556 |
57424.488809253 |
| 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 |
11.82004869 |
499.74671276795 |
5907.0304775846 |
| 10 |
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 |
27.52530084 |
216.4557413722 |
5958.009399815 |
Total Amount (in Rs.): 615096.26000849
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 (AR0122Aia) : Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
|
26.860183808 |
Cubic Meter |
0.5682408 |
15.263052335205 |
- |
- |
- |
- |
- |
- |
| 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.
|
30.95945403328 |
Cubic Meter |
0.1236 |
3.8265885185134 |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0404Aa) : 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.)
|
23.19937232976 |
Cubic Meter |
1.3333 |
30.931723127269 |
0.1323 |
3.0692769592272 |
0.175 |
4.059890157708 |
- |
- |
| 4 |
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.
|
19.8 |
Quintal |
0.8 |
15.84 |
0.044 |
0.8712 |
- |
- |
0.3 |
5.94 |
| 5 |
Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
24.93992532288 |
Cubic Meter |
2.96 |
73.822178955725 |
- |
- |
1.05 |
26.186921589024 |
0.35 |
8.728973863008 |
| 6 |
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
|
22.6643185904 |
Square Meter |
- |
- |
0.6547619047619 |
14.839732410381 |
0.6547619047619 |
14.839732410381 |
- |
- |
| 7 |
Concrete (AR0304) : Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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.
|
10.635241073882 |
Cubic Meter |
3.9 |
41.47744018814 |
- |
- |
0.18 |
1.9143433932988 |
- |
- |
| 8 |
R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height
|
86.5421917184 |
Square Meter |
- |
- |
0.30555555555556 |
26.443447469511 |
0.30555555555556 |
26.443447469511 |
- |
- |
| 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
|
11.82004869 |
Square Meter |
- |
- |
0.16025641025641 |
1.8942385721154 |
0.16025641025641 |
1.8942385721154 |
- |
- |
| 10 |
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
|
27.52530084 |
Square Meter |
- |
- |
0.05 |
1.376265042 |
0.05 |
1.376265042 |
- |
- |
| Total Qty |
181.16098312485 |
76.714838634038 |
48.494160453235 |
14.668973863008 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
83696.374203682 |
43113.739312329 |
24829.010152056 |
8977.4120041609 |
Total Labour Amount (in Rs.): 160616.53567223
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM162 |
BRM341 |
BRMMR0025 |
BRM005 |
BRM084 |
BRM044 |
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 (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
26.860183808 |
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. |
30.95945403328 |
Cum |
1 |
30.95945403328 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0404Aa) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) |
23.19937232976 |
Cum |
- |
- |
3.4733 |
80.578379912955 |
0.45 |
10.439717548392 |
0.36 |
8.3517740387136 |
0.54 |
12.52766105807 |
0.004005 |
0.092913486180689 |
0.189 |
4.3846813703246 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
19.8 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
15.84 |
1.05 |
20.79 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
24.93992532288 |
Cum |
- |
- |
0.672 |
16.759629816975 |
0.28 |
6.9831790904064 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
24.93992532288 |
350 |
8728.973863008 |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
22.6643185904 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.11763860601684 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.55238095238095 |
12.51933788803 |
- |
- |
- |
- |
| 7 |
Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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. |
10.635241073882 |
Cum |
- |
- |
1.72 |
18.292614647077 |
0.48 |
5.1049157154634 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.96 |
10.209831430927 |
- |
- |
| 8 |
R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height |
86.5421917184 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0050222222222222 |
0.43463411840796 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.62222222222222 |
53.848474847004 |
- |
- |
- |
- |
| 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 |
11.82004869 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.062585642422692 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.26923076923077 |
3.1823208011538 |
| 10 |
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 |
27.52530084 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0734925532428 |
0.126 |
3.46818790584 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
30.95945403328 |
115.63062437701 |
22.527812354262 |
8.3517740387136 |
12.52766105807 |
0.78126440627098 |
7.8528692761646 |
15.84 |
20.79 |
24.93992532288 |
8728.973863008 |
66.367812735035 |
10.209831430927 |
3.1823208011538 |
| Rate Per Unit |
413.05 |
574.59 |
417.99 |
1806.21 |
1788.5 |
58639.67 |
295.69 |
90 |
6600.57 |
33 |
6.30115 |
316.75 |
1401.46 |
306.69 |
| Total Amount |
12787.802488446 |
66440.200460785 |
9416.4002859579 |
15085.057786465 |
22405.721802359 |
45813.086966476 |
2322.0149162691 |
1425.6 |
137225.8503 |
823.01753565504 |
55002.573656893 |
21022.004683822 |
14308.670357187 |
975.98596650587 |
Total Material Amount (in Rs.): 405053.98720682
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM341 |
BRM005 |
BRM084 |
BRM044 |
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 (AR0122Aia) :.Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift - Earthwork in all kinds of soil in foundation and plinth within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
26.860183808 |
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. |
30.95945403328 |
Cum |
1 |
30.95945403328 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
R.C.C. Work (AR0404Aa) :.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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc.) |
23.19937232976 |
Cum |
- |
- |
3.4733 |
80.578379912955 |
0.45 |
10.439717548392 |
0.36 |
8.3517740387136 |
0.54 |
12.52766105807 |
0.004005 |
0.092913486180689 |
0.000921 |
0.021366621915709 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
19.8 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
20.79 |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
24.93992532288 |
Cum |
- |
- |
0.672 |
16.759629816975 |
0.28 |
6.9831790904064 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
8728.973863008 |
- |
- |
- |
- |
- |
- |
| 6 |
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 |
22.6643185904 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.11763860601684 |
- |
- |
- |
- |
- |
- |
0.0056666666666667 |
0.12843113867893 |
- |
- |
- |
- |
| 7 |
Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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. |
10.635241073882 |
Cum |
- |
- |
1.72 |
18.292614647077 |
0.48 |
5.1049157154634 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.96 |
10.209831430927 |
- |
- |
| 8 |
R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height |
86.5421917184 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0050222222222222 |
0.43463411840796 |
- |
- |
- |
- |
- |
- |
0.0076666666666667 |
0.66349013650773 |
- |
- |
- |
- |
| 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 |
11.82004869 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.062585642422692 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0035384615384615 |
0.041824787672308 |
| 10 |
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 |
27.52530084 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0734925532428 |
0.000614 |
0.01690053471576 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
30.95945403328 |
115.63062437701 |
22.527812354262 |
8.3517740387136 |
12.52766105807 |
0.78126440627098 |
0.038267156631469 |
20.79 |
8728.973863008 |
0.79192127518667 |
10.209831430927 |
0.041824787672308 |
| Rate Per Unit |
75.25 |
0 |
75.25 |
279.5 |
279.5 |
0 |
0 |
0 |
0.17025 |
0 |
149.5 |
0 |
| Total Amount |
2329.6989160043 |
0 |
1695.2178796582 |
2334.3208438205 |
3501.4812657307 |
0 |
0 |
0 |
1486.1078001771 |
0 |
1526.3697989235 |
0 |
Total Royalty Amount (in Rs.): 12873.196504314
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Contingency @
Rs. 6500
|
Rs. 6500 |
Total Addition Component Amount (in Rs.): 9500
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 6500
|
Rs. 6500 |
| 2 |
Royalty @
Rs. 6219.1730573716
|
Rs. 6219.1730573716 |
| 3 |
Additional Royalty @
Rs. 5721.1474883369
|
Rs. 5721.1474883369 |
| 4 |
EMF @
Rs. 310.95865286858
|
Rs. 310.95865286858 |
| 5 |
DMF @
Rs. 621.91730573716
|
Rs. 621.91730573716 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 919.185
|
Rs. 919.185 |
| 7 |
Labour Cess @
Rs. 6500
|
Rs. 6500 |
Total Deduction Component Amount (in Rs.): 26792.381504314
Total Net Amount (in Rs.): 597803.87850417
