Royalty Statement

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State: Odisha District: Nayagarh Block: Dasapalla Gram Panchayat: Madhyakhanda
Work Code: OD/367/3524/120618/405511/00039813 (Imp/Comp. of Kalyan Mandap at Madhyakhanda)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Dasapalla Bill Status: Final Bill
Proposal Date: - Date of Commencement: 18-10-2025
Date of Completion: 01-01-2026 Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Maintenance of Capital Assets Project Sub-Category: Kalyan Mandap
Project Type: Upgradation or Improvement Name of Executant: Ramesh Chandra Jani
Administrative Approval Details
Approval No.: OD/367/3524/120618/405511/00039813/AS
Technical Sanction Details
Technical Sanction No.: OD/367/3524/120618/405511/00039813/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 300000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM034 BRM060 BRM052 BRM104 BRM092 BRM084 BRM005 BRM255 BRM253 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) 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 22.93425 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. 4.41675 Cum 1 4.41675 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 4.41675 Cum - - 2.29 10.1143575 0.48 2.12004 0.96 4.24008 - - - - - - - - - - - - - - - - - - - -
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. 15.593875 Cum - - 0.8151 12.7105675125 0.34 5.3019175 - - 1 15.593875 - - - - - - - - - - - - - - - - - -
5 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.) 2.029125 Cum - - 3.4733 7.0477598625 0.45 0.91310625 - - - - 0.36 0.730485 0.54 1.0957275 0.004005 0.008126645625 0.000921 0.001868824125 - - - - - - - - - -
6 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) 1.425 Cum - - 3.4733 4.9494525 0.45 0.64125 - - - - 0.36 0.513 0.54 0.7695 0.01335 0.01902375 0.00307 0.00437475 - - - - - - - - - -
7 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) 0.765625 Cum - - 3.4733 2.6592453125 0.45 0.34453125 - - - - 0.36 0.275625 0.54 0.4134375 0.041529 0.031795640625 - - 0.045339 0.034712671875 - - - - - - - -
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. 15.859375 Cum - - 0.672 10.6575 0.28 4.440625 - - - - - - - - - - - - - - 350 5550.78125 - - - - - -
9 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. 66.5 Sqm - - 0.043 2.8595 0.018 1.197 - - - - - - - - - - - - - - - - - - - - - -
10 Plastering (AR1004i) :.12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (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, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. 76 Sqm - - 0.0358 2.7208 0.015 1.14 - - - - - - - - - - - - - - - - - - - - - -
11 Plastering (AR1008i) :.20mm thick cement Plaster in CM (1:6) over stone work in outside (Outside) - 20mm thick cement Plaster in CM (1:6) over stone 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. 11.4 Sqm - - 0.057 0.6498 0.021 0.2394 - - - - - - - - - - - - - - - - - - - - - -
12 Painting(AR0918cb) :.Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 153.9 Sqm - - - - - - - - - - - - - - - - - - - - - - 0.125 19.2375 0.090322580645161 13.90064516129 - -
13 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. 3.4725 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1.05 3.646125
Total Qty 4.41675 54.3689826875 16.33787 4.24008 15.593875 1.51911 2.278665 0.05894603625 0.006243574125 0.034712671875 5550.78125 19.2375 13.90064516129 3.646125
Rate Per Unit 305.25 0 305.25 199.5 199.5 199.5 199.5 0 0 0 0 0 0 0
Total Amount 1348.2129375 0 4987.1348175 845.89596 3110.9780625 303.062445 454.5936675 0 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 11049.87789
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