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State: Odisha District: Sonepur Block: Binka Gram Panchayat: Kaintara
Work Code: OD/372/3567/121431/419101/00072832 (Const. of Kalyan Mandap at Mahadev Mandir Katapali)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Binka Proposal Date: -
Date of Commencement: 06-02-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Kalyan Mandap Project Type: New Work
Name of Executant: SAROJ KUMAR SAHU
Administrative Approval Details
Approval No.: OD/372/3567/121431/419101/00072832/AS
Technical Sanction Details
Technical Sanction No.: OD/372/3567/121431/419101/00072832/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM006 BRM341 BRM060 BRM052 BRM084 BRM104 BRM092 BRM094 BRM253 BRM140 BRM255 BRM252 BRM137 BRM141 BRM129 BRM174 BRM131 BRM130 BRM057
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) 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 27.53055 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. 66.71535 Cum 1 66.71535 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 14.8067 Cum - - 2.29 33.907343 0.48 7.107216 0.96 14.214432 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm 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. 18.15705 Cum - - 0.672 12.2015376 0.28 5.083974 - - 400 7262.82 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 21 Qntl - - - - - - - - - - 1.05 22.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 5.80175 Cum - - 3.4733 20.151218275 0.45 2.6107875 - - - - - - 0.36 2.08863 0.54 3.132945 0.045339 0.26304554325 0.041529 0.24094087575 - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0404Ba) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 5.796 Cum - - 3.4733 20.1312468 0.45 2.6082 - - - - - - 0.36 2.08656 0.54 3.12984 - - 0.004005 0.02321298 0.000921 0.005338116 - - - - - - - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0404Bb) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Plinth band)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9).. 3.43875 Cum - - 3.4733 11.943810375 0.45 1.5474375 - - - - - - 0.36 1.23795 0.54 1.856925 - - 0.01335 0.0459073125 0.00307 0.0105569625 - - - - - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0404Bd) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Lintels)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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 Lintels)(Nominal mix as per IS-456, Table-9). 1.20075 Cum - - 3.4733 4.170564975 0.45 0.5403375 - - - - - - 0.36 0.43227 0.54 0.648405 - - 0.0741335 0.089015800125 - - 0.049542 0.0594875565 - - - - - - - - - - - - - - - - - - - - - -
10 R.C.C. Work (AR0404Bg) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Roof slab, lending, balcony, sun shed)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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 Roof slab, lending, balcony, sun shed)(Nominal mix as per IS-456, Table-9). 4.644248 Cum - - 3.4733 16.1308665784 0.45 2.0899116 - - - - - - 0.36 1.67192928 0.54 2.50789392 0.076659 0.356023407432 0.0502172 0.2332211306656 - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 20.83025 Cum - - 0.672 13.997928 0.28 5.83247 - - 400 8332.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 116.59 Sqm - - - - - - - - - - - - - - - - - - - - - - - - 0.084 9.79356 - - - - - - - - - - - - - - - - - - - -
13 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint 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) 116.59 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 14.57375 - - - - - - - - - - - - - - - - - -
14 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. 100.525 Sqm - - 0.0358 3.598795 0.015 1.507875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 116.59 Sqm - - 0.043 5.01337 0.018 2.09862 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 Painting(AR0917g) :.Finishing wall with one coat weather coat paint of approved shade including one coat of oil bound primer in the outer surface of old work (Outside) - Finishing wall with one coat weather coat paint of approved shade including one coat of oil bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) 100.525 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 7.539375 0.084 8.4441 - - - - - - - - - - - - - -
17 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. 2.1 Qntl - - - - - - - - - - 1 2.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 Painting(AR0901bi) :.Priming one coat in outer surface with primer of approved quality over iron work - Priming one coat in outer surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 13.77 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 0.74358 - - - - - - - - - - - -
19 Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 13.77 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 1.72125 - - - - - - - - - -
20 Flooring (AR0817b) :.Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) - Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) in wall cladding on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge. 16.056 Sqm - - 0.1375 2.2077 0.015 0.24084 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 16.056 - - - - - - - -
21 Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) 23.827 Sqm - - 0.1074 2.5590198 0.021 0.500367 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0076 0.1810852 1 23.827 - - - -
22 Flooring (AR0817a) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge 5.822 Sqm - - 0.1375 0.800525 0.015 0.08733 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 5.822 - -
23 Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 80 Sqm - - 0.0858 6.864 0.012 0.96 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.023 1.84
Total Qty 66.71535 153.6779254034 32.8153661 14.214432 15594.92 24.15 7.51733928 11.27600892 0.619068950682 0.6322980990406 0.0158950785 0.0594875565 9.79356 14.57375 7.539375 8.4441 0.74358 1.72125 16.056 0.1810852 23.827 5.822 1.84
Rate Per Unit 170.25 0 170.25 279.5 0 0 279.5 279.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 279.5
Total Amount 11358.2883375 0 5586.816078525 3972.933744 0 0 2101.09632876 3151.64449314 0 0 0 0 0 0 0 0 0 0 0 0 0 0 514.28
Total Royalty Amount (in Rs.): 26685.058981925
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