Royalty Statement

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State: Odisha District: Ganjam Block: Bhanjanagar Gram Panchayat: Gallery
Work Code: OD/354/3367/117642/410282/00051162 (RENOVATION OF BOUNDARY WALL OF GOVT HIGH SCHOOL GALLERY)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Bhanjanagar Bill Status: Final Bill
Proposal Date: 29-07-2022 Date of Commencement: 05-09-2025
Date of Completion: 24-11-2025 Scheme Name: SFC Devolution of Fund
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI Project Sub-Category: Secondary School
Project Type: Renovation or Rejuvenation Name of Executant: RABINDRANATH NAIK
Administrative Approval Details
Approval No.: OD/354/3367/117642/410282/00051162/AS
Technical Sanction Details
Technical Sanction No.: OD/354/3367/117642/410282/00051162/TS
Fund Sanction No.: 7405
Fund Sanction Amount (in Rs.): 400000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM034 BRM056 BRM341 BRM104 BRM092 BRM006
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 25.02 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. 6.255 Cum 1 6.255 - - - - - - - - - - - - - - - - - -
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. 6.255 Cum - - 2.29 14.32395 0.48 3.0024 0.96 6.0048 - - - - - - - - - - - -
4 Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. 21.8925 Cum - - 0.8151 17.84457675 0.34 7.44345 - - 1 21.8925 - - - - - - - - - -
5 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 1.5985 Cum - - 3.23 5.163155 0.45 0.719325 - - - - 0.9 1.43865 - - - - - - - -
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. 1.76 Qntl - - - - - - - - - - - - 1.05 1.848 - - - - - -
7 R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc 13.9 Sqm - - - - - - - - - - - - - - 0.00267 0.037113 0.000614 0.0085346 - -
8 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. 27.9675 Cum - - 0.672 18.79416 0.28 7.8309 - - - - - - - - - - - - 400 11187
9 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. 257.7 Sqm - - 0.043 11.0811 0.018 4.6386 - - - - - - - - - - - - - -
10 Plastering (AR1008) :.20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for stone 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. 41.7 Sqm - - 0.057 2.3769 0.021 0.8757 - - - - - - - - - - - - - -
11 Plastering (AR1033) :.White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge. 299.4 Sqm - - - - - - - - - - - - - - - - - - - -
Total Qty 6.255 69.58384175 24.510375 6.0048 21.8925 1.43865 1.848 0.037113 0.0085346 11187
Rate Per Unit 40.25 0 40.25 149.5 149.5 149.5 0 0 0 0.04025
Total Amount 251.76375 0 986.54259375 897.7176 3272.92875 215.078175 0 0 0 450.27675
Total Royalty Amount (in Rs.): 6074.30761875
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