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State: Odisha District: Mayurbhanj Block: Baripada Gram Panchayat: Badjode
Work Code: OD/365/3490/120097/390469/00014273 (Construction of Boundary wall of Banasthali High School,Badjode)
Project Category: Other Infrastructure
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Baripada Proposal Date: -
Date of Commencement: 10-02-2025 Date of Completion: 21-06-2025
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI
Project Sub-Category: Boundary Wall Project Type: New Work
Name of Executant: ASHOK KUMAR DAS
Administrative Approval Details
Approval No.: OD/365/3490/120097/390469/00014273/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3490/120097/390469/00014273/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 200000
ACTIVITY STATEMENT
Sl.No. Activity taken Unit Quantity Unit Price (in Rs.) Total (in Rs.)
1 Earth Work (AR0103a1) : Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m 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 specification approved by the dept. Cum 11.7656304 319.837912 3763.0946604997
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 2.84303078928 1333.257772 3790.4928958429
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 2.36645904528 6088.09196022 14407.220287759
4 Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. Sqm 71.06707888 247.820233074 17611.86005193
5 Painting (AR0901a) : Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. Sqm 12.237926384 71.131948635833 870.50755095579
6 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 6.0422458632 6164.9212572694 37249.96996369
7 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 12.0840386576 5179.231065096 62586.028407263
8 Painting (AR0918cb) : Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) Sqm 12.237926384 158.48919230825 1939.579068128
9 Plastering (AR1004) : Fourth Floor - 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 60.66194288 190.36393052251 11547.845879769
10 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 4.5315 7922.0096289 35898.58663336
Total Amount (in Rs.): 189665.1853992
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Highly-Skilled Semi-Skilled
452 552 602 502
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 (AR0103a1) : Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m 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 specification approved by the dept. 11.7656304 Cubic Meter 0.7006 8.24300065824 - - - - - -
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. 2.84303078928 Cubic Meter 0.1236 0.35139860555501 - - - - - -
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. 2.36645904528 Cubic Meter 3.9 9.229190276592 - - 0.18 0.4259626281504 - -
4 Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 71.06707888 Square Meter 0.24 17.0560989312 - - 0.16 11.3707326208 - -
5 Painting (AR0901a) : Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 12.237926384 Square Meter 0.053763440860215 0.65795303139785 - - - - 0.053763440860215 0.65795303139785
6 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) 6.0422458632 Cubic Meter 1.3333 8.0561264094046 0.0573 0.34622068796136 0.1 0.60422458632 - -
7 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. 12.0840386576 Cubic Meter 2.82 34.076989014432 - - 1.05 12.68824059048 0.35 4.22941353016
8 Painting (AR0918cb) : Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 12.237926384 Square Meter 0.11776344086022 1.4411803199738 - - - - 0.10776344086022 1.3188010561338
9 Plastering (AR1004) : Fourth Floor - 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. 60.66194288 Square Meter 0.1350610572 8.1930661371788 - - 0.1575712334 9.5585771600419 - -
10 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. 4.5315 Quintal 0.8 3.6252 0.044 0.199386 - - 0.3 1.35945
Total Qty 90.930203383974 34.647737585792 7.5656176176917 0.54560668796136
Rate Per Man Day 452 552 602 502
Total Amount 41100.451929556 19125.551147357 4554.5018058504 273.8945573566
Total Labour Amount (in Rs.): 65054.399440121
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM138 BRM060 BRM052 BRMMR0025 BRM005 BRM255 BRM253 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)
1 Earth Work (AR0103a1) :.Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m 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 specification approved by the dept. 11.7656304 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. 2.84303078928 Cum 1 2.84303078928 - - - - - - - - - - - - - - - - - - - - - - - -
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. 2.36645904528 Cum - - 2.29 5.4191912136912 0.48 1.1359003417344 0.96 2.2718006834688 - - - - - - - - - - - - - - - - - -
4 Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 71.06707888 Sqm - - 0.043 3.05588439184 0.018 1.27920741984 - - - - - - - - - - - - - - - - - - - -
5 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 12.237926384 Sqm - - - - - - - - 0.075 0.9178444788 - - - - - - - - - - - - - - - -
6 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) 6.0422458632 Cum - - 3.4733 20.986532556653 0.45 2.71901063844 - - - - 0.36 2.175208510752 0.54 3.262812766128 - - - - - - - - - - - -
7 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. 12.0840386576 Cum - - 0.672 8.1204739779072 0.28 3.383530824128 - - - - - - - - 1 12.0840386576 350 4229.41353016 - - - - - - - -
8 Painting(AR0918cb) :.Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 12.237926384 Sqm - - - - - - - - - - - - - - - - - - 0.125 1.529740798 0.090322580645161 1.1053610927484 - - - -
9 Plastering (AR1004) :.Fourth Floor - 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. 60.66194288 Sqm - - 0.0358 2.171697555104 0.015 0.9099291432 - - - - - - - - - - - - - - - - - - - -
10 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. 4.5315 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 3.6252 1.05 4.758075
Total Qty 2.84303078928 39.753779695195 9.4275783673424 2.2718006834688 0.9178444788 2.175208510752 3.262812766128 12.0840386576 4229.41353016 1.529740798 1.1053610927484 3.6252 4.758075
Rate Per Unit 661.94 477.477 668.36 1726.96 155.56567 2111.71 2114 33 6.4531 195.27567 159.51567 90 5824.427
Total Amount 1881.915800656 18981.515467523 6301.016277597 3923.3089083233 142.78509130032 4593.4095642401 6897.5861875946 398.7732757008 27292.828451475 298.72115925578 176.32241530169 326.268 27713.060498025
Total Material Amount (in Rs.): 98927.511096993
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM138 BRM060 BRM052 BRM005 BRM255 BRM253 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)
1 Earth Work (AR0103a1) :.Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m lead and 1.5m - Earthwork in stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume within 50m to 75m 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 specification approved by the dept. 11.7656304 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. 2.84303078928 Cum 1 2.84303078928 - - - - - - - - - - - - - - - - - - - -
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. 2.36645904528 Cum - - 2.29 5.4191912136912 0.48 1.1359003417344 0.96 2.2718006834688 - - - - - - - - - - - - - -
4 Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (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, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 71.06707888 Sqm - - 0.043 3.05588439184 0.018 1.27920741984 - - - - - - - - - - - - - - - -
5 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 12.237926384 Sqm - - - - - - - - 0.075 0.9178444788 - - - - - - - - - - - -
6 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) 6.0422458632 Cum - - 3.4733 20.986532556653 0.45 2.71901063844 - - - - 0.36 2.175208510752 0.54 3.262812766128 - - - - - - - -
7 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. 12.0840386576 Cum - - 0.672 8.1204739779072 0.28 3.383530824128 - - - - - - - - 350 4229.41353016 - - - - - -
8 Painting(AR0918cb) :.Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 12.237926384 Sqm - - - - - - - - - - - - - - - - 0.125 1.529740798 0.090322580645161 1.1053610927484 - -
9 Plastering (AR1004) :.Fourth Floor - 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. 60.66194288 Sqm - - 0.0358 2.171697555104 0.015 0.9099291432 - - - - - - - - - - - - - - - -
10 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. 4.5315 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 4.758075
Total Qty 2.84303078928 39.753779695195 9.4275783673424 2.2718006834688 0.9178444788 2.175208510752 3.262812766128 4229.41353016 1.529740798 1.1053610927484 4.758075
Rate Per Unit 602.25 0 602.25 551.5 0 551.5 551.5 0.04025 0 0 0
Total Amount 1712.2152928439 0 5677.759071732 1252.898076933 0 1199.6274936797 1799.4412405196 170.23389458894 0 0 0
Total Royalty Amount (in Rs.): 11812.175070297
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ 1% Rs. 1896.651853992
2 Display Citizen Board @ Rs. 3000 Rs. 3000
3 Any Other Lumpsum @ Rs. 5438 Rs. 5438
Total Addition Component Amount (in Rs.): 10334.651853992
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
No data to display.
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 199999.83725319
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