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State: Odisha District: Bhadrak Block: Bhandaripokhari Gram Panchayat: Ranjit
Work Code: OD/348/3324/116659/394534/00056443 (COMPLETION / MAINTENANCE OF KALYAN MANDAP AT RANJIT)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Bhandaripokhari Proposal Date: -
Date of Commencement: 01-04-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Capital Assets
Project Sub-Category: Kalyan Mandap Project Type: Repair and Maintenance
Name of Executant: AJIT KUMAR BEHERA
Administrative Approval Details
Approval No.: OD/348/3324/116659/394534/00056443/AS
Technical Sanction Details
Technical Sanction No.: OD/348/3324/116659/394534/00056443/TS
Fund Sanction No.: 4151
Fund Sanction Amount (in Rs.): 500000
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 0.57 240.77592 137.2422744
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 111.055625 757.159832 84086.858367655
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 17.24625 6107.71321406 105335.14901798
4 R.C.C. Work (AR0404Ab) : 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 Plinth band) Cum 0.475 7371.0101681344 3501.2298298638
5 R.C.C. Work (AR0404Ac) : 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 Beams, Column, Girder & Bressmer etc) Cum 5.765625 14669.941430313 84581.381059148
6 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 5.6 8420.2798575 47153.567202
7 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 4.89075 5018.766296208 24545.531263179
8 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 28.01675 5052.096296208 141543.31890679
Total Amount (in Rs.): 490884.27792101
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Semi-Skilled Highly-Skilled
462 562 512 612
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 (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 0.57 Cubic Meter 0.516 0.29412 - - - - - -
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. 111.055625 Cubic Meter 0.1236 13.72647525 - - - - - -
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. 17.24625 Cubic Meter 3.9 67.260375 - - 0.18 3.104325 - -
4 R.C.C. Work (AR0404Ab) : 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 Plinth band) 0.475 Cubic Meter 1.3333 0.6333175 0.3073 0.1459675 0.35 0.16625 - -
5 R.C.C. Work (AR0404Ac) : 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 Beams, Column, Girder & Bressmer etc) 5.765625 Cubic Meter 1.3333 7.6873078125 5.29605 30.53503828125 5.33875 30.78123046875 - -
6 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. 5.6 Quintal 0.8 4.48 0.044 0.2464 - - 0.3 1.68
7 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. 4.89075 Cubic Meter 2.96 14.47662 - - 1.05 5.1352875 0.35 1.7117625
8 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. 28.01675 Cubic Meter 2.96 82.92958 - - 1.05 29.4175875 0.35 9.8058625
Total Qty 191.4877955625 68.60468046875 30.92740578125 13.197625
Rate Per Man Day 462 562 512 612
Total Amount 88467.361549875 38555.830423437 15834.83176 8076.9465
Total Labour Amount (in Rs.): 150934.97023331
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM162 BRM341 BRM005 BRMMR0025
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 (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 0.57 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. 111.055625 Cum 1 111.055625 - - - - - - - - - - - - - - - - - - - - - - - -
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. 17.24625 Cum - - 2.29 39.4939125 0.48 8.2782 0.96 16.5564 - - - - - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404Ab) :.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 Plinth band) 0.475 Cum - - 3.4733 1.6498175 0.45 0.21375 - - 0.36 0.171 0.54 0.2565 0.01335 0.00634125 0.63 0.29925 - - - - - - - - - -
5 R.C.C. Work (AR0404Ac) :.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 Beams, Column, Girder & Bressmer etc) 5.765625 Cum - - 3.4733 20.0257453125 0.45 2.59453125 - - 0.36 2.075625 0.54 3.1134375 0.041529 0.239440640625 - - 4.4196 25.48175625 - - - - - - - -
6 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. 5.6 Qntl - - - - - - - - - - - - - - - - - - 0.8 4.48 1.05 5.88 - - - -
7 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. 4.89075 Cum - - 0.672 3.286584 0.28 1.36941 - - - - - - - - - - - - - - - - 350 1711.7625 - -
8 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. 28.01675 Cum - - 0.672 18.827256 0.28 7.84469 - - - - - - - - - - - - - - - - 350 9805.8625 1 28.01675
Total Qty 111.055625 83.2833153125 20.30058125 16.5564 2.246625 3.3699375 0.245781890625 0.29925 25.48175625 4.48 5.88 11517.625 28.01675
Rate Per Unit 582.31 568.867 587.25 1968.11 2415.01 2382.2 58573.086 229.106 250.166 90.1 6210.582 6.1539 33
Total Amount 64668.80099375 47377.129731876 11921.516339063 32584.816404 5425.62184125 8027.8651125 14396.203816821 68.5599705 6374.6690340375 403.648 36518.22216 70878.3124875 924.55275
Total Material Amount (in Rs.): 299569.9186413
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM341 BRM005
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 (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 0.57 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. 111.055625 Cum 1 111.055625 - - - - - - - - - - - - - - - - - - - -
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. 17.24625 Cum - - 2.29 39.4939125 0.48 8.2782 0.96 16.5564 - - - - - - - - - - - - - -
4 R.C.C. Work (AR0404Ab) :.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 Plinth band) 0.475 Cum - - 3.4733 1.6498175 0.45 0.21375 - - 0.36 0.171 0.54 0.2565 0.01335 0.00634125 0.00307 0.00145825 - - - - - -
5 R.C.C. Work (AR0404Ac) :.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 Beams, Column, Girder & Bressmer etc) 5.765625 Cum - - 3.4733 20.0257453125 0.45 2.59453125 - - 0.36 2.075625 0.54 3.1134375 0.041529 0.239440640625 - - 0.045339 0.261407671875 - - - -
6 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. 5.6 Qntl - - - - - - - - - - - - - - - - - - 1.05 5.88 - -
7 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. 4.89075 Cum - - 0.672 3.286584 0.28 1.36941 - - - - - - - - - - - - - - 350 1711.7625
8 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. 28.01675 Cum - - 0.672 18.827256 0.28 7.84469 - - - - - - - - - - - - - - 350 9805.8625
Total Qty 111.055625 83.2833153125 20.30058125 16.5564 2.246625 3.3699375 0.245781890625 0.00145825 0.261407671875 5.88 11517.625
Rate Per Unit 110.25 0 110.25 409.5 409.5 409.5 0 0 0 0 0
Total Amount 12243.88265625 0 2238.1390828125 6779.8458 919.9929375 1379.98940625 0 0 0 0 0
Total Royalty Amount (in Rs.): 23561.849882812
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ 1% Rs. 4908.8427792101
2 Display Citizen Board @ Rs. 3500 Rs. 3500
3 Any Other Lumpsum @ Rs. 706.87 Rs. 706.87
Total Addition Component Amount (in Rs.): 9115.7127792101
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.): 499999.99070022
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