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State: Odisha District: Kendujhar Block: Patana Gram Panchayat: Murusuan
Work Code: OD/361/3453/119486/385749/00051303 (Provision of Facility Centre at Murusuan GP Headquarters)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Patana Proposal Date: -
Date of Commencement: 15-09-2025 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: KHELARAM MURMU
Administrative Approval Details
Approval No.: OD/361/3453/119486/385749/00051303/AS
Technical Sanction Details
Technical Sanction No.: OD/361/3453/119486/385749/00051303/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM341 BRM056 BRM174 BRM131 BRM130 BRM140 BRM253 BRM255 BRM137 BRM141
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 37.567684 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. 24.491555796378 Cum 1 24.491555796378 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.205410955 Cum - - 2.29 18.79039108695 0.48 3.9385972584 0.96 7.8771945168 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 15.758864905 Cum - - 0.672 10.58995721616 0.28 4.4124821734 - - 350 5515.60271675 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 18.378380825 Cum - - 0.672 12.3502719144 0.28 5.145946631 - - 350 6432.43328875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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.) 2.703216 Cum - - 3.4733 9.3890801328 0.45 1.2164472 - - - - 0.36 0.97315776 0.54 1.45973664 0.004005 0.01082638008 0.000921 0.002489661936 - - - - - - - - - - - - - - - - - - - - - - - -
7 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) 2.2808218313 Cum - - 3.4733 7.9219784666543 0.45 1.026369824085 - - - - 0.36 0.821095859268 0.54 1.231643788902 0.01335 0.030448971447855 0.00307 0.007002123022091 - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 3.0640648852 Cum - - 3.4733 10.642416565765 0.45 1.37882919834 - - - - 0.36 1.103063358672 0.54 1.654595038008 0.041529 0.12724755061747 - - 0.045339 0.13892163783008 - - - - - - - - - - - - - - - - - - - - - -
9 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) 1.211210285 Cum - - 3.4733 4.2068966828905 0.45 0.54504462825 - - - - 0.36 0.4360357026 0.54 0.6540535539 0.0741335 0.089791257663048 - - - - 0.049542 0.06000577993947 - - - - - - - - - - - - - - - - - - - -
10 R.C.C. Work (AR0404Af) :.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 Sun sheds & Chajja) 6.399881 Sqm - - 0.21708125 1.3892941673312 0.028125 0.179996653125 - - - - 0.0225 0.1439973225 0.03375 0.21599598375 0.00552344 0.03534935871064 - - 0.0084318 0.0539625166158 - - - - - - - - - - - - - - - - - - - - - -
11 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) 6.5793255 Cum - - 3.4733 22.85197125915 0.45 2.960696475 - - - - 0.36 2.36855718 0.54 3.55283577 0.0502172 0.3303953044986 - - 0.076659 0.5043645135045 - - - - - - - - - - - - - - - - - - - - - -
12 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. 16.3 Qntl - - - - - - - - - - - - - - - - - - - - - - 1.05 17.115 - - - - - - - - - - - - - - - - - -
13 R.C.C. Work (AR0401) :.R.C.C work - 'Reinforced cement concrete (1:2:4) work with 12mm 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. (To be used for minor repair work only) 0.4550562175 Cum - - 3.23 1.469831582525 0.45 0.204775297875 - - - - - - - - - - - - - - - - - - 0.9 0.40955059575 - - - - - - - - - - - - - - - -
14 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. 43.686225 Sqm - - 0.0744 3.25025514 0.021 0.917410725 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 111.811653 Sqm - - 0.043 4.807901079 0.018 2.012609754 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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. 96.27227 Sqm - - 0.0358 3.446547266 0.015 1.44408405 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Plastering (AR1006) :.12mm thick cement plaster (1:4) over brickwork in inside - 12mm thick cement plaster (1:4) over brickwork in inside with cement punning for skirting/wall punning including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc. comp. and as per direction of Engineer-in-charge. 19.03521 Sqm - - 0.0644 1.225867524 0.015 0.28552815 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping 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. 58.74603962 Sqm - - 0.0372 2.185352673864 0.0075 0.44059529715 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
19 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) 26.004568 Sqm - - 0.1074 2.7928906032 0.021 0.546095928 - - - - - - - - - - - - - - - - - - - - 0.0076 0.1976347168 1 26.004568 - - - - - - - - - - - -
20 Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) 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 Vitrified tiles including rubbing and polishing complete including cost of precast tiles. 3.142807 Sqm - - 0.1375 0.4321359625 0.015 0.047142105 - - - - - - - - - - - - - - - - - - - - - - 1 3.142807 - - - - - - - - - - - -
21 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. 6.501142 Sqm - - 0.2737 1.7793625654 0.013 0.084514846 - - - - - - - - - - - - - - - - - - - - - - - - 1 6.501142 - - - - - - - - - -
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 27.9629 Sqm - - 0.1375 3.84489875 0.015 0.4194435 - - - - - - - - - - - - - - - - - - - - - - - - 1 27.9629 - - - - - - - - - -
23 Flooring (AR0816j) :.Fixing Chequred Tiles in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 - Fixing Chequred Tiles 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 Chequred tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 4.8308 Sqm - - 0.2737 1.32218996 0.013 0.0628004 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
24 Other Building Items. (AR1902) :.cement based wall putty (water based) - Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes,labour,T&P,etc.complete. and as per the direction of Engineer in Charge. 170.56 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
25 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) 170.56 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 21.32 - - - - - - - -
26 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. 170.56 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 14.32704 - - - - - -
27 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) 96.27 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 8.6953548387097 0.125 12.03375 - - - -
28 Painting(AR0903b) :.Painting two coats of enamel paint with a coat of red oxide primer over iron surface - Painting two coats of enamel paint with a coat of red oxide primer over iron surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge. 26.2907 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.4196978 0.125 3.2863375
Total Qty 24.491555796378 124.68949059859 27.269410094625 7.8771945168 11948.0360055 5.84590718304 8.76886077456 0.62405882301761 0.009491784958091 0.69724866795038 0.06000577993947 17.115 0.40955059575 0.1976347168 29.147375 34.464042 21.32 23.02239483871 12.03375 1.4196978 3.2863375
Rate Per Unit 50.25 0 50.25 424.5 0.04025 424.5 424.5 0 0 0 0 0 424.5 0 0 0 0 0 0 0 0
Total Amount 1230.700678768 0 1370.2878572549 3343.8690723816 480.90844922138 2481.5875992005 3722.3813988007 0 0 0 0 0 173.85422789587 0 0 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 12803.589283523
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