| State: Odisha |
District: Ganjam |
Block: Surada |
Gram Panchayat: Nuagada |
Work Code: OD/354/3385/118035/410909/00064642 (Repair and maintenance of Elementary school at Kesara)
Project Category: Building
| Financial Year: 2024-25 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Surada |
Bill Status:
1st Bill
|
| Proposal Date: - |
Date of Commencement: 17-11-2025 |
| Date of Completion: - |
Scheme Name: Construction of Additional Class Room in Elementary Schools |
| Scheme Component Name: Self/Personal Deposit |
Project Sub-Category: Elementary School |
| Project Type: Repair and Maintenance |
Name of Executant: Monalisha Panda |
Administrative Approval Details
Approval No.: OD/354/3385/118035/410909/00064642/AS
Technical Sanction Details
Technical Sanction No.: OD/354/3385/118035/410909/00064642/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 150000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
Cum |
0.909 |
240.77592 |
218.86531128 |
| 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 |
0.4545 |
672.986432 |
305.872333344 |
| 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 |
0.4545 |
5404.53235736 |
2456.3599564201 |
| 4 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
Sqm |
152.7097 |
355.5449598472 |
54295.164154778 |
| 5 |
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 |
10.25982 |
5039.069502048 |
51699.946058502 |
| 6 |
Masonry Brick Work (AR0610d) : Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (400mm x 100mm x 150mm size) - Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (300mm x 200mm x 150mm size) in cement mortar (1:6) in foundation and plinth immerging the concrete solid Block 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 |
1.971 |
4988.535779158 |
9832.4040207204 |
| 7 |
Plastering (AR1014i) : 16mm thick cement Plaster in CM (1:6) over brick work in outside (outside) - 16mm thick cement Plaster in CM (1:6) over brick work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge.
|
Sqm |
74.288 |
244.141695712 |
18136.798291053 |
| 8 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
Sqm |
49.005 |
169.8825380472 |
8325.093777003 |
Total Amount (in Rs.): 145270.5039031
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
| Rs. 462 |
Rs. 562 |
Rs. 612 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
0.909 |
Cubic Meter |
0.516 |
0.469044 |
- |
- |
- |
- |
| 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.
|
0.4545 |
Cubic Meter |
0.1236 |
0.0561762 |
- |
- |
- |
- |
| 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.
|
0.4545 |
Cubic Meter |
3.9 |
1.77255 |
0.18 |
0.08181 |
- |
- |
| 4 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
152.7097 |
Square Meter |
0.36 |
54.975492 |
- |
- |
0.13 |
19.852261 |
| 5 |
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.
|
10.25982 |
Cubic Meter |
2.96 |
30.3690672 |
1.05 |
10.772811 |
0.35 |
3.590937 |
| 6 |
Masonry Brick Work (AR0610d) : Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (400mm x 100mm x 150mm size) - Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (300mm x 200mm x 150mm size) in cement mortar (1:6) in foundation and plinth immerging the concrete solid Block 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.
|
1.971 |
Cubic Meter |
2.96 |
5.83416 |
1.05 |
2.06955 |
0.35 |
0.68985 |
| 7 |
Plastering (AR1014i) : 16mm thick cement Plaster in CM (1:6) over brick work in outside (outside) - 16mm thick cement Plaster in CM (1:6) over brick work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge.
|
74.288 |
Square Meter |
0.24 |
17.82912 |
0.16 |
11.88608 |
- |
- |
| 8 |
Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge.
|
49.005 |
Square Meter |
0.12 |
5.8806 |
0.14 |
6.8607 |
- |
- |
| Total Qty |
117.1862094 |
31.670951 |
24.133048 |
| Rate Per Man Day |
462 |
562 |
612 |
| Total Amount |
54140.0287428 |
17799.074462 |
14769.425376 |
Total Labour Amount (in Rs.): 86708.5285808
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM057 |
BRMMR0025 |
BRM006 |
BRM011 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
0.909 |
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. |
0.4545 |
Cum |
1 |
0.4545 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
0.4545 |
Cum |
- |
- |
2.29 |
1.040805 |
0.48 |
0.21816 |
0.96 |
0.43632 |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
152.7097 |
Sqm |
- |
- |
0.0858 |
13.10249226 |
0.012 |
1.8325164 |
- |
- |
0.023 |
3.5123231 |
- |
- |
- |
- |
- |
- |
| 5 |
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. |
10.25982 |
Cum |
- |
- |
0.672 |
6.89459904 |
0.28 |
2.8727496 |
- |
- |
- |
- |
1 |
10.25982 |
400 |
4103.928 |
- |
- |
| 6 |
Masonry Brick Work (AR0610d) :.Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (400mm x 100mm x 150mm size) - Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (300mm x 200mm x 150mm size) in cement mortar (1:6) in foundation and plinth immerging the concrete solid Block 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. |
1.971 |
Cum |
- |
- |
0.672 |
1.324512 |
0.28 |
0.55188 |
- |
- |
- |
- |
- |
- |
- |
- |
93 |
183.303 |
| 7 |
Plastering (AR1014i) :.16mm thick cement Plaster in CM (1:6) over brick work in outside (outside) - 16mm thick cement Plaster in CM (1:6) over brick work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
74.288 |
Sqm |
- |
- |
0.043 |
3.194384 |
0.018 |
1.337184 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
49.005 |
Sqm |
- |
- |
0.0358 |
1.754379 |
0.015 |
0.735075 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
0.4545 |
27.3111713 |
7.547565 |
0.43632 |
3.5123231 |
10.25982 |
4103.928 |
183.303 |
| Rate Per Unit |
403.97 |
593.017 |
407.34 |
1336.36 |
1411.11 |
33 |
5.36398 |
22.887727 |
| Total Amount |
183.604365 |
16195.988870812 |
3074.4251271 |
583.0805952 |
4956.274249641 |
338.57406 |
22013.38771344 |
4195.389022281 |
Total Material Amount (in Rs.): 51540.724003474
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM057 |
BRM006 |
BRM011 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
0.909 |
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. |
0.4545 |
Cum |
1 |
0.4545 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
0.4545 |
Cum |
- |
- |
2.29 |
1.040805 |
0.48 |
0.21816 |
0.96 |
0.43632 |
- |
- |
- |
- |
- |
- |
| 4 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
152.7097 |
Sqm |
- |
- |
0.0858 |
13.10249226 |
0.012 |
1.8325164 |
- |
- |
0.023 |
3.5123231 |
- |
- |
- |
- |
| 5 |
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. |
10.25982 |
Cum |
- |
- |
0.672 |
6.89459904 |
0.28 |
2.8727496 |
- |
- |
- |
- |
400 |
4103.928 |
- |
- |
| 6 |
Masonry Brick Work (AR0610d) :.Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (400mm x 100mm x 150mm size) - Cement concrete solid Block machine mixed and Hydraulic compressed having crushing strength not less than 75kg/cm2 (300mm x 200mm x 150mm size) in cement mortar (1:6) in foundation and plinth immerging the concrete solid Block 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. |
1.971 |
Cum |
- |
- |
0.672 |
1.324512 |
0.28 |
0.55188 |
- |
- |
- |
- |
- |
- |
93 |
183.303 |
| 7 |
Plastering (AR1014i) :.16mm thick cement Plaster in CM (1:6) over brick work in outside (outside) - 16mm thick cement Plaster in CM (1:6) over brick work in outside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. |
74.288 |
Sqm |
- |
- |
0.043 |
3.194384 |
0.018 |
1.337184 |
- |
- |
- |
- |
- |
- |
- |
- |
| 8 |
Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. |
49.005 |
Sqm |
- |
- |
0.0358 |
1.754379 |
0.015 |
0.735075 |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
0.4545 |
27.3111713 |
7.547565 |
0.43632 |
3.5123231 |
4103.928 |
183.303 |
| Rate Per Unit |
205.25 |
0 |
205.25 |
290.5 |
290.5 |
0 |
0 |
| Total Amount |
93.286125 |
0 |
1549.13771625 |
126.75096 |
1020.32986055 |
0 |
0 |
Total Royalty Amount (in Rs.): 2789.5046618
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 2 |
Contingency @
Rs. 1500
|
Rs. 1500 |
| 3 |
Provision for survey investigation and quality control @
Rs. 100
|
Rs. 100 |
Total Addition Component Amount (in Rs.): 4600
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| 1 |
Contingency @
Rs. 1500
|
Rs. 1500 |
| 2 |
Royalty @
Rs. 793.395878
|
Rs. 793.395878 |
| 3 |
Additional Royalty @
Rs. 1877.0994021
|
Rs. 1877.0994021 |
| 4 |
EMF @
Rs. 39.6697939
|
Rs. 39.6697939 |
| 5 |
DMF @
Rs. 79.3395878
|
Rs. 79.3395878 |
| 6 |
Empty Gunny Bag (Cement x Gunny Bag Rate : 4 x 3.945) @ 228.81
|
Rs. 228.81 |
| 7 |
Labour Cess @
Rs. 1500
|
Rs. 1500 |
Total Deduction Component Amount (in Rs.): 6018.3146618
Total Net Amount (in Rs.): 143852.1892413
