Royalty Statement

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State: Odisha District: Balangir Block: Bangomunda Gram Panchayat: Jurabandh
Work Code: OD/345/3286/115815/421218/00022666 (Provision Of Facility Centre At Jurabandh GP Hqrs)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Bangomunda Bill Status: 1st Bill
Proposal Date: - Date of Commencement: 25-08-2025
Date of Completion: - Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Provision of Facilities at GP Head Quarter Project Sub-Category: GP Facility Centre
Project Type: New Work Name of Executant: SINGRAI MURMU
Administrative Approval Details
Approval No.: OD/345/3286/115815/421218/00022666/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3286/115815/421218/00022666/TS
Fund Sanction No.: 13738
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM044 BRM340 BRM028 BRM079 BRM060 BRM052 BRM341 BRM104 BRM092 BRM094 BRM084 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) Qty/unit (B) Total Qty (A*B) Qty/unit (B) Total Qty (A*B)
1 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. 28.3132604 Cum 1 28.3132604 - - - - - - - - - - - - - - - - - - - - - - - -
2 Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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. 14.2610484 Cum - - 0.96 13.690606464 1.72 24.529003248 0.48 6.845303232 - - - - - - - - - - - - - - - - - -
3 Masonry Stone Work (AR0717) :.Laterite stone masonry - Laterite stone masonry in cement mortar (1:6) in foundation and plinth cost conveyance, royalty, taxes of all materials, labor, required for the work, etc. complete and as per direction of the Engineer-in-charge. 13.9884992 Cum - - - - 0.572 8.0014215424 0.24 3.357239808 1 13.9884992 - - - - - - - - - - - - - - - -
4 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) 20.678944932 Cum - - - - 3.4733 71.824179432316 0.45 9.3055252194 - - 0.36 7.44442017552 0.54 11.16663026328 - - - - - - - - - - - -
5 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. 18.603 Qntl - - - - - - - - - - - - - - 1.05 19.53315 - - - - - - - - - -
6 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 46.8509829 Sqm - - - - - - - - - - - - - - - - 0.00267 0.125092124343 0.000614 0.0287665035006 - - - - - -
7 R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm 12.913517 Sqm - - - - - - - - - - - - - - - - 0.0052948717948718 0.068375416935897 - - 0.0035384615384615 0.045693983230769 - - - -
8 R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm 40.9237715 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.21241386159524 - - - - 0.0056666666666667 0.23190137183333 - -
9 R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height 64.17274725 Sqm - - - - - - - - - - - - - - - - 0.0050222222222222 0.3222897973 - - - - 0.0076666666666667 0.49199106225 - -
10 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. 24.098623284 Cum - - - - 0.672 16.194274846848 0.28 6.74761451952 - - - - - - - - - - - - - - - - 350 8434.5181494
11 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. 95.968799 Sqm - - - - 0.0358 3.4356830042 0.015 1.439531985 - - - - - - - - - - - - - - - - - -
12 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. 168.618945 Sqm - - - - 0.043 7.250614635 0.018 3.03514101 - - - - - - - - - - - - - - - - - -
13 Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. 5.6175 Qntl - - - - - - - - - - - - - - 1 5.6175 - - - - - - - - - -
14 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 28.722296576 Cum - - - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 28.3132604 13.690606464 131.23517670876 30.73035577392 13.9884992 7.44442017552 11.16663026328 25.15065 0.72817120017414 0.0287665035006 0.045693983230769 0.72389243408333 8434.5181494
Rate Per Unit 66.25 339.5 0 66.25 339.5 195.5 195.5 0 0 0 0 0 0.04025
Total Amount 1875.7535015 4647.960894528 0 2035.8860700222 4749.0954784 1455.3841443142 2183.0762164712 0 0 0 0 0 339.48935551335
Total Royalty Amount (in Rs.): 17286.645660749
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