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State: Odisha District: Jajpur Block: Badchana Gram Panchayat: Barpada
Work Code: OD/356/3394/118243/401812/00065985 (Construction of Maa Sumudei Community Centre)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Badchana Proposal Date: -
Date of Commencement: 23-12-2025 Date of Completion: 15-01-2026
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: Sridhar Barik
Administrative Approval Details
Approval No.: OD/356/3394/118243/401812/00065985/AS
Technical Sanction Details
Technical Sanction No.: OD/356/3394/118243/401812/00065985/TS
Fund Sanction No.: 3139
Fund Sanction Amount (in Rs.): 200000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM005 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 (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 15.7464 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. 13.82256 Cum 1 13.82256 - - - - - - - - - - - - - - - - - - - -
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. 3.95217 Cum - - 2.29 9.0504693 0.48 1.8970416 0.96 3.7940832 - - - - - - - - - - - - - -
4 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.) 2.592 Cum - - 3.4733 9.0027936 0.45 1.1664 - - 0.36 0.93312 0.54 1.39968 0.004005 0.01038096 0.000921 0.002387232 - - - - - -
5 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) 1.23375 Cum - - 3.4733 4.285183875 0.45 0.5551875 - - 0.36 0.44415 0.54 0.666225 0.01335 0.0164705625 0.00307 0.0037876125 - - - - - -
6 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) 2.916 Cum - - 3.4733 10.1281428 0.45 1.3122 - - 0.36 1.04976 0.54 1.57464 0.041529 0.121098564 - - 0.045339 0.132208524 - - - -
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. 6.01386 Cum - - 0.672 4.04131392 0.28 1.6838808 - - - - - - - - - - - - 350 2104.851 - -
8 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. 5.96 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 6.258
9 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. 22.701 Sqm - - 0.0358 0.8126958 0.015 0.340515 - - - - - - - - - - - - - - - -
Total Qty 13.82256 37.320599295 6.9552249 3.7940832 2.42703 3.640545 0.1479500865 0.0061748445 0.132208524 2104.851 6.258
Rate Per Unit 314.5 0 314.5 594 594 594 0 0 0 0 0
Total Amount 4347.19512 0 2187.41823105 2253.6854208 1441.65582 2162.48373 0 0 0 0 0
Total Royalty Amount (in Rs.): 12392.43832185
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