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State: Odisha District: Kendujhar Block: Kendujhar Sadar Gram Panchayat: Baradapal
Work Code: OD/361/3452/119449/386028/00013426 (Provision of Facility centre at Baradapal)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Kendujhar Sadar Proposal Date: 10-05-2023
Date of Commencement: 16-04-2025 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: Ranjan Kumar Swain
Administrative Approval Details
Approval No.: OD/361/3452/119449/386028/00013426/AS
Technical Sanction Details
Technical Sanction No.: OD/361/3452/119449/386028/00013426/TS
Fund Sanction No.: 12951
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM094 BRM084 BRM341 BRM064 BRM057 BRM130 BRM129 BRM253 BRM142 BRM255
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 38.56053 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. 37.910176666667 Cum 1 37.910176666667 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 10.29249 Cum - - 2.29 23.5698021 0.48 4.9403952 0.96 9.8807904 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 11.82765 Cum - - 0.672 7.9481808 0.28 3.311742 - - 350 4139.6775 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 13.230525 Cum - - 0.672 8.8909128 0.28 3.704547 - - 350 4630.68375 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0405Ab) :.Reinforced cement concrete work of M-25 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-25 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) 8.648875 Cum - - 4.03333 34.88376700375 0.45 3.89199375 - - - - 0.36 3.113595 0.54 4.6703925 0.01335 0.11546248125 0.00307 0.02655204625 - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0404Ad) :.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 Lintels) 2.750625 Cum - - 3.4733 9.5537458125 0.45 1.23778125 - - - - 0.36 0.990225 0.54 1.4853375 0.0741335 0.2039134584375 - - 0.049542 0.13627146375 - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0404Ag) :.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 Roof slab, landing, balcony, sun shade) 6.95387 Cum - - 3.4733 24.152876671 0.45 3.1292415 - - - - 0.36 2.5033932 0.54 3.7550898 0.0502172 0.349203880564 - - - - 0.076659 0.53307672033 - - - - - - - - - - - - - - - -
9 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) 4.96687 Cum - - 3.4733 17.251429571 0.45 2.2350915 - - - - 0.36 1.7880732 0.54 2.6821098 0.041529 0.20626914423 - - - - 0.045339 0.22519291893 - - - - - - - - - - - - - - - -
10 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. 22.9525 Qntl - - - - - - - - - - - - - - - - - - - - - - 1.05 24.100125 - - - - - - - - - - - - - -
11 Concrete (AR0317) :.2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips - 2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips including hoisting and laying in position compacting 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. (new work) 57.2 Sqm - - 0.1208 6.90976 0.0169 0.96668 - - - - - - - - - - - - - - - - - - 0.0169 0.96668 - - - - - - - - - - - -
12 Plastering (AR1026) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. 74.9742 Sqm - - 0.0271 2.03180082 0.0075 0.5623065 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 136.4073 Sqm - - 0.043 5.8655139 0.018 2.4553314 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 171.1125 Sqm - - 0.0358 6.1258275 0.015 2.5666875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 34.338 Sqm - - 0.0858 2.9462004 0.012 0.412056 - - - - - - - - - - - - - - - - - - - - 0.023 0.789774 - - - - - - - - - -
16 Flooring (AR0816) :.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 floor - 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 floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 9.9368 Sqm - - 0.2737 2.71970216 0.013 0.1291784 - - - - - - - - - - - - - - - - - - - - - - 1 9.9368 - - - - - - - -
17 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. 21.3256 Sqm - - 0.1375 2.93227 0.015 0.319884 - - - - - - - - - - - - - - - - - - - - - - - - 1 21.3256 - - - - - -
18 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. 3.99784572 Qntl - - - - - - - - - - - - - - - - - - - - - - 1 3.99784572 - - - - - - - - - - - - - -
19 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. 161.3816 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 13.5560544 - - - -
20 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) 161.3816 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 40.3454 - -
21 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) 199.787 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 18.045277419355 - - 0.125 24.973375
Total Qty 37.910176666667 155.78178953825 29.862916 9.8807904 8770.36125 8.3952864 12.5929296 0.8748489644815 0.02655204625 0.13627146375 0.75826963926 28.09797072 0.96668 0.789774 9.9368 21.3256 31.601331819355 40.3454 24.973375
Rate Per Unit 50.25 0 50.25 424.5 0.04025 424.5 424.5 0 0 0 0 0 424.5 424.5 0 0 0 0 0
Total Amount 1904.9863775 0 1500.611529 4194.3955248 353.0070403125 3563.7990768 5345.6986152 0 0 0 0 0 410.35566 335.259063 0 0 0 0 0
Total Royalty Amount (in Rs.): 17608.112886613
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