| State: Odisha |
District: Balasore |
Block: Nilgiri |
Gram Panchayat: Chatrapur |
Work Code: OD/346/3305/116235/393305/00065819 (Natya mandap of Parasipal Thakurani mandap, Parasipal chhatrapur)
Project Category: Building
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Nilgiri |
Bill Status:
Final Bill
|
| Proposal Date: - |
Date of Commencement: 19-01-2026 |
| Date of Completion: 20-01-2026 |
Scheme Name: SFC Devolution of Fund |
| Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
Project Sub-Category: Community Centre |
| Project Type: New Work |
Name of Executant: MADHUSMITA MOHANTY |
Administrative Approval Details
Approval No.: OD/346/3305/116235/393305/00065819/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3305/116235/393305/00065819/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 101919
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Pile Foundation (AR1501ci) : For each additional / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M20. - For each additinal / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M-20.
|
Nos |
4 |
296.03860833 |
1184.15443332 |
| 2 |
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 |
1.0194048 |
240.77592 |
245.44812857242 |
| 3 |
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 |
3.52156786176 |
1184.531232 |
4171.4071178622 |
| 4 |
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 |
0.99958587168 |
6312.0643062 |
6309.4503016131 |
| 5 |
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 |
1.91995549536 |
5457.34238896 |
10477.854509745 |
| 6 |
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 |
3.5794480239296 |
6795.4940184405 |
24324.117635932 |
| 7 |
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 |
5.4377612348 |
216.23489289764 |
1175.8337182099 |
| 8 |
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 |
12.65524666 |
1047.3822930467 |
13254.881265822 |
| 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 |
2.78523194 |
499.15267251462 |
1390.2559664241 |
| 10 |
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 |
9.87187278 |
662.689943368 |
6541.9908135143 |
| 11 |
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 |
3.5 |
8440.5169649 |
29541.80937715 |
Total Amount (in Rs.): 98617.203268166
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 |
Pile Foundation (AR1501ci) : For each additional / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M20. - For each additinal / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M-20.
|
4 |
Number |
0.0327 |
0.1308 |
0.0014 |
0.0056 |
0.0025 |
0.01 |
0.15 |
0.6 |
| 2 |
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
|
1.0194048 |
Cubic Meter |
0.516 |
0.5260128768 |
- |
- |
- |
- |
- |
- |
| 3 |
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.
|
3.52156786176 |
Cubic Meter |
0.1236 |
0.43526578771354 |
- |
- |
- |
- |
- |
- |
| 4 |
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.
|
0.99958587168 |
Cubic Meter |
3.9 |
3.898384899552 |
- |
- |
0.18 |
0.1799254569024 |
- |
- |
| 5 |
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.
|
1.91995549536 |
Cubic Meter |
2.96 |
5.6830682662656 |
- |
- |
1.05 |
2.015953270128 |
0.35 |
0.671984423376 |
| 6 |
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.)
|
3.5794480239296 |
Cubic Meter |
1.3333 |
4.7724780503053 |
0.1323 |
0.47356097356589 |
0.175 |
0.62640340418768 |
- |
- |
| 7 |
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
|
5.4377612348 |
Square Meter |
- |
- |
0.05 |
0.27188806174 |
0.05 |
0.27188806174 |
- |
- |
| 8 |
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
|
12.65524666 |
Square Meter |
- |
- |
0.6547619047619 |
8.2861734083333 |
0.6547619047619 |
8.2861734083333 |
- |
- |
| 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
|
2.78523194 |
Square Meter |
- |
- |
0.16025641025641 |
0.4463512724359 |
0.16025641025641 |
0.4463512724359 |
- |
- |
| 10 |
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
|
9.87187278 |
Square Meter |
- |
- |
0.30555555555556 |
3.0164055716667 |
0.30555555555556 |
3.0164055716667 |
- |
- |
| 11 |
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.
|
3.5 |
Quintal |
0.8 |
2.8 |
0.044 |
0.154 |
- |
- |
0.3 |
1.05 |
| Total Qty |
18.246009880636 |
14.853100445394 |
12.653979287742 |
2.321984423376 |
| Rate Per Man Day |
462 |
562 |
512 |
612 |
| Total Amount |
8429.656564854 |
8347.4424503114 |
6478.8373953238 |
1421.0544671061 |
Total Labour Amount (in Rs.): 24676.990877595
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRM178 |
BRM342 |
BRM029 |
BRM044 |
BRM005 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM084 |
BRM094 |
BRM162 |
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) |
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 |
Pile Foundation(AR1501ci) :.For each additional / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M20. - For each additinal / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M-20. |
4 |
Nos |
0.093 |
0.372 |
0.011 |
0.044 |
0.0221 |
0.0884 |
0.075 |
0.3 |
0.03 |
0.12 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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 |
1.0194048 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
3.52156786176 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
3.52156786176 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
0.99958587168 |
Cum |
2.29 |
2.2890516461472 |
0.48 |
0.4798012184064 |
- |
- |
- |
- |
- |
- |
- |
- |
0.96 |
0.9596024368128 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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. |
1.91995549536 |
Cum |
0.672 |
1.2902100928819 |
0.28 |
0.5375875387008 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
350 |
671.984423376 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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.) |
3.5794480239296 |
Cum |
3.4733 |
12.432496821515 |
0.45 |
1.6107516107683 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.36 |
1.2886012886147 |
0.54 |
1.932901932922 |
0.004005 |
0.014335689335838 |
0.189 |
0.67651567652269 |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
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 |
5.4377612348 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.014518822496916 |
0.126 |
0.6851579155848 |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
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 |
12.65524666 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.065686756473333 |
- |
- |
0.55238095238095 |
6.9905172026667 |
- |
- |
- |
- |
- |
- |
| 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 |
2.78523194 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.014747446041282 |
- |
- |
- |
- |
0.26923076923077 |
0.74987013769231 |
- |
- |
- |
- |
| 10 |
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 |
9.87187278 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0050222222222222 |
0.049578738850667 |
- |
- |
0.62222222222222 |
6.1424986186667 |
- |
- |
- |
- |
- |
- |
| 11 |
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. |
3.5 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
2.8 |
1.05 |
3.675 |
| Total Qty |
16.383758560544 |
2.6721403678755 |
0.0884 |
0.3 |
0.12 |
3.52156786176 |
0.9596024368128 |
671.984423376 |
1.2886012886147 |
1.932901932922 |
0.15886745319804 |
1.3616735921075 |
13.133015821333 |
0.74987013769231 |
2.8 |
3.675 |
| Rate Per Unit |
579.822 |
678.39 |
2232.49 |
337.87 |
450 |
673.45 |
1831.12 |
7.0374 |
2254.54 |
2218.16 |
58573.086 |
229.106 |
250.166 |
240.106 |
90 |
6228.632 |
| Total Amount |
9499.6636560916 |
1812.7533041631 |
197.352116 |
101.361 |
54 |
2371.5998765023 |
1757.1472140967 |
4729.0231810663 |
2905.2031492333 |
4287.4857515302 |
9305.3569987695 |
311.96758999338 |
3285.4340359597 |
180.04831928075 |
252 |
22890.2226 |
Total Material Amount (in Rs.): 63940.618792687
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM340 |
BRM028 |
BRM056 |
BRM029 |
BRM044 |
BRM005 |
BRM060 |
BRM052 |
BRM104 |
BRM092 |
BRM084 |
BRM094 |
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) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Pile Foundation(AR1501ci) :.For each additional / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M20. - For each additinal / less depth of 0.5 meter beyond initial depth of 6 meter add / deduct to / from the rate in single under-reamed (250mm dia ) pile using 12mm size (crusher broken) chips in RCC M-20. |
4 |
Nos |
0.093 |
0.372 |
0.011 |
0.044 |
0.0221 |
0.0884 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
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 |
1.0194048 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
3.52156786176 |
Cum |
- |
- |
- |
- |
- |
- |
1 |
3.52156786176 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
0.99958587168 |
Cum |
2.29 |
2.2890516461472 |
0.48 |
0.4798012184064 |
- |
- |
- |
- |
0.96 |
0.9596024368128 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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. |
1.91995549536 |
Cum |
0.672 |
1.2902100928819 |
0.28 |
0.5375875387008 |
- |
- |
- |
- |
- |
- |
350 |
671.984423376 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
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.) |
3.5794480239296 |
Cum |
3.4733 |
12.432496821515 |
0.45 |
1.6107516107683 |
- |
- |
- |
- |
- |
- |
- |
- |
0.36 |
1.2886012886147 |
0.54 |
1.932901932922 |
0.004005 |
0.014335689335838 |
0.000921 |
0.0032966716300392 |
- |
- |
- |
- |
- |
- |
| 7 |
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 |
5.4377612348 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.014518822496916 |
0.000614 |
0.0033387853981672 |
- |
- |
- |
- |
- |
- |
| 8 |
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 |
12.65524666 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0051904761904762 |
0.065686756473333 |
- |
- |
0.0056666666666667 |
0.071713064406667 |
- |
- |
- |
- |
| 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 |
2.78523194 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0052948717948718 |
0.014747446041282 |
- |
- |
- |
- |
0.0035384615384615 |
0.0098554360953846 |
- |
- |
| 10 |
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 |
9.87187278 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0050222222222222 |
0.049578738850667 |
- |
- |
0.0076666666666667 |
0.07568435798 |
- |
- |
- |
- |
| 11 |
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. |
3.5 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.05 |
3.675 |
| Total Qty |
16.383758560544 |
2.6721403678755 |
0.0884 |
3.52156786176 |
0.9596024368128 |
671.984423376 |
1.2886012886147 |
1.932901932922 |
0.15886745319804 |
0.0066354570282064 |
0.14739742238667 |
0.0098554360953846 |
3.675 |
| Rate Per Unit |
0 |
442.25 |
522.5 |
442.25 |
522.5 |
0 |
522.5 |
522.5 |
0 |
0 |
0 |
0 |
0 |
| Total Amount |
0 |
1181.7540776929 |
46.189 |
1557.4133868634 |
501.39227323469 |
0 |
673.29417330116 |
1009.9412599517 |
0 |
0 |
0 |
0 |
0 |
Total Royalty Amount (in Rs.): 4969.9841710439
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 1000
|
Rs. 1000 |
| 2 |
Any Other Lumpsum @
Rs. 1281
|
Rs. 1281 |
| 3 |
Contingency @
Rs. 1020
|
Rs. 1020 |
Total Addition Component Amount (in Rs.): 3301
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 950
|
Rs. 950 |
| 2 |
Royalty @
Rs. 771.81552362267
|
Rs. 772 |
| 3 |
Additional Royalty @
Rs. 4082.3963188778
|
Rs. 4082 |
| 4 |
EMF @
Rs. 38.590776181134
|
Rs. 39 |
| 5 |
DMF @
Rs. 77.181552362267
|
Rs. 77 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 134.13
|
Rs. 134.13 |
| 7 |
Labour Cess @
Rs. 1020
|
Rs. 1020 |
Total Deduction Component Amount (in Rs.): 7074.13
Total Net Amount (in Rs.): 94844.073268166
