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State: Odisha District: Kalahandi Block: Kokasara Gram Panchayat: Badapodaguda
Work Code: OD/358/3417/118769/424074/00022613 (Construction Of Market Complex At Bhaliajore)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Kokasara Proposal Date: -
Date of Commencement: 24-10-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Market Complex Project Type: New Work
Name of Executant: Ajay Kumar Senapati
Administrative Approval Details
Approval No.: OD/358/3417/118769/424074/00022613/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3417/118769/424074/00022613/TS
Fund Sanction No.: 32
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM138 BRM142 BRM056 BRM341 BRM104 BRM092 BRM084 BRM094 BRM060 BRM052 BRM005 BRM143
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) 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 32.436 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. 37.317 Cum 1 37.317 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.947 Cum - - 2.29 20.48863 0.48 4.29456 0.96 8.58912 - - - - - - - - - - - - - - - - - - - - - - - -
4 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 260.515 Sqm - - - - - - - - 0.075 19.538625 - - - - - - - - - - - - - - - - - - - - - -
5 Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 152.55 Sqm - - - - - - - - - - 0.25 38.1375 - - - - - - - - - - - - - - - - - - - -
6 Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 47.7875 Sqm - - 0.0858 4.1001675 0.012 0.57345 - - - - - - 0.023 1.0991125 - - - - - - - - - - - - - - - - - -
7 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. 128.85 Sqm - - 0.0358 4.61283 0.015 1.93275 - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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. 133.65 Sqm - - 0.043 5.74695 0.018 2.4057 - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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. 28 Qntl - - - - - - - - - - - - - - 1.05 29.4 - - - - - - - - - - - - - - - -
10 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 43.825 Sqm - - - - - - - - - - - - - - - - 0.00267 0.11701275 0.000614 0.02690855 - - - - - - - - - - - -
11 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 66.9675 Sqm - - - - - - - - - - - - - - - - 0.0051904761904762 0.34759321428571 - - 0.0056666666666667 0.3794825 - - - - - - - - - -
12 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 53.565 Sqm - - - - - - - - - - - - - - - - 0.0050222222222222 0.26901533333333 - - 0.0076666666666667 0.410665 - - - - - - - - - -
13 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 10.17 Sqm - - - - - - - - - - - - - - - - 0.0052948717948718 0.053848846153846 - - - - 0.0035384615384615 0.035986153846154 - - - - - - - -
14 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) 23.8515625 Cum - - 3.4733 82.84363203125 0.45 10.733203125 - - - - - - - - - - - - - - - - - - 0.36 8.5865625 0.54 12.87984375 - - - -
15 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. 20.2040625 Cum - - 0.672 13.57713 0.28 5.6571375 - - - - - - - - - - - - - - - - - - - - - - 350 7071.421875 - -
16 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. 27.39125 Cum - - 0.672 18.40692 0.28 7.66955 - - - - - - - - - - - - - - - - - - - - - - 350 9586.9375 - -
17 Painting(AR0918i) :.Two coat waterproofing cement paint on the outer surface - Finishing wall waterproofing cement paint on the outer surface of approved shade on new work two coats to give an even shade including all costs of labour, Paint and Brushes required for the work, etc. complete and as per direction of Engineer-in-charge. 127.955 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 31.98875
18 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over 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. 61.8625 Sqm - - 0.0744 4.60257 0.021 1.2991125 - - - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 37.317 154.37882953125 34.565463125 8.58912 19.538625 38.1375 1.0991125 29.4 0.78747014377289 0.02690855 0.7901475 0.035986153846154 8.5865625 12.87984375 16658.359375 31.98875
Rate Per Unit 44 0 44 158 0 0 158 0 0 0 0 0 158 158 0.04875 0
Total Amount 1641.948 0 1520.8803775 1357.08096 0 0 173.659775 0 0 0 0 0 1356.676875 2035.0153125 812.09501953125 0
Total Royalty Amount (in Rs.): 8897.3563195313
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