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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
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
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