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State: Odisha District: Sambalpur Block: Dhankauda Gram Panchayat: Kilasama
Work Code: OD/371/3559/121304/381712/00014277 (Construction of VSS Building at Goudpali)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Dhankauda Proposal Date: -
Date of Commencement: 04-06-2025 Date of Completion: 03-11-2025
Scheme Name: Construction of Vana Suraksha Samiti Building Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti
Project Sub-Category: Others Project Type: New Work
Name of Executant: ASHRITA TOPNO
Administrative Approval Details
Approval No.: OD/371/3559/121304/381712/00014277/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3559/121304/381712/00014277/TS
Fund Sanction No.: 18481
Fund Sanction Amount (in Rs.): 850000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM094 BRM084 BRM341 BRM006 BRM056 BRM174 BRM131 BRM130 BRM129 BRM141 BRM138 BRM142 BRM252 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) Qty/unit (B) Total Qty (A*B) Qty/unit (B) Total Qty (A*B) Qty/unit (B) Total Qty (A*B)
1 Earth Work (AR0122Ai1) :.Earthwork in all kinds of soil within 50m to 75m 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 - Earthwork in all kinds of soil within 50m to 75m 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 direction of the Engineer-in-charge. 30.280872 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. 6.190255 Cum 1 6.190255 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 6.6725 Cum - - 2.29 15.280025 0.48 3.2028 0.96 6.4056 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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.) 5.0862 Cum - - 3.4733 17.66589846 0.45 2.28879 - - 0.36 1.831032 0.54 2.746548 0.004005 0.020370231 0.000921 0.0046843902 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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) 1.9570125 Cum - - 3.4733 6.79729151625 0.45 0.880655625 - - 0.36 0.7045245 0.54 1.05678675 0.01335 0.026126116875 0.00307 0.006008028375 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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) 0.9827325 Cum - - 3.4733 3.41332479225 0.45 0.442229625 - - 0.36 0.3537837 0.54 0.53067555 0.0741335 0.07285339978875 - - 0.049542 0.048686533515 - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0404Ae) :.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 Stairs excluding landing but including railing) 1.46545 Cum - - 3.4733 5.089947485 0.45 0.6594525 - - 0.36 0.527562 0.54 0.791343 0.04806 0.070429527 - - 0.01494 0.021893823 - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 3.1711825 Cum - - 3.4733 11.01446817725 0.45 1.427032125 - - 0.36 1.1416257 0.54 1.71243855 0.041529 0.1316960380425 - - - - 0.045339 0.1437782433675 - - - - - - - - - - - - - - - - - - - - - - - -
9 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) 3.843 Sqm - - 0.21708125 0.83424324375 0.028125 0.108084375 - - 0.0225 0.0864675 0.03375 0.12970125 0.00552344 0.02122657992 - - - - 0.0084318 0.0324034074 - - - - - - - - - - - - - - - - - - - - - - - -
10 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) 5.912868 Cum - - 3.4733 20.5371644244 0.45 2.6607906 - - 0.36 2.12863248 0.54 3.19294872 0.0502172 0.2969276749296 - - - - 0.076659 0.453274548012 - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 17.1783972 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 18.03731706 - - - - - - - - - - - - - - - - - - - - - -
12 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. 11.518887 Cum - - 0.672 7.740692064 0.28 3.22528836 - - - - - - - - - - - - - - - - 400 4607.5548 - - - - - - - - - - - - - - - - - - - -
13 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. 17.257935 Cum - - 0.672 11.59733232 0.28 4.8322218 - - - - - - - - - - - - - - - - 400 6903.174 - - - - - - - - - - - - - - - - - - - -
14 R.C.C. Work (AR0404Ac) :.First Floor - 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) 0.357075 Cum - - 3.4733 1.2402285975 0.45 0.16068375 - - 0.36 0.128547 0.54 0.1928205 0.0498348 0.01779476121 - - - - 0.0544068 0.01942730811 - - - - - - - - - - - - - - - - - - - - - - - -
15 Masonry Brick Work (AR0603ci) :.First floor - 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. 4.2573 Cum - - 0.672 2.8609056 0.28 1.192044 - - - - - - - - - - - - - - - - 400 1702.92 - - - - - - - - - - - - - - - - - - - -
16 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. 26.6862 Sqm - - 0.0644 1.71859128 0.015 0.400293 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 0.2169 Cum - - 3.23 0.700587 0.45 0.097605 - - - - - - - - - - - - - - - - - - 0.9 0.19521 - - - - - - - - - - - - - - - - - -
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. 92.55165 Sqm - - 0.0372 3.44292138 0.0075 0.694137375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
19 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. 100.7208 Sqm - - 0.0358 3.60580464 0.015 1.510812 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
20 Plastering (AR1004) :.First Floor - 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. 26.9528 Sqm - - 0.0358 0.96491024 0.015 0.404292 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
21 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. 115.863 Sqm - - 0.043 4.982109 0.018 2.085534 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
22 Plastering (AR1014) :.First Floor - 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. 17.19 Sqm - - 0.043 0.73917 0.018 0.30942 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
23 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) 28.6674 Sqm - - 0.1074 3.07887876 0.021 0.6020154 - - - - - - - - - - - - - - - - - - - - 0.0076 0.21787224 1 28.6674 - - - - - - - - - - - - - -
24 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. 4.28025 Sqm - - 0.1375 0.588534375 0.015 0.06420375 - - - - - - - - - - - - - - - - - - - - - - 1 4.28025 - - - - - - - - - - - - - -
25 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. 4.2189 Sqm - - 0.2737 1.15471293 0.013 0.0548457 - - - - - - - - - - - - - - - - - - - - - - - - 1 4.2189 - - - - - - - - - - - -
26 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. 9.606 Sqm - - 0.1375 1.320825 0.015 0.14409 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 9.606 - - - - - - - - - -
27 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. 2.68245 Qntl - - - - - - - - - - - - - - - - - - - - 1 2.68245 - - - - - - - - - - - - - - - - - - - - - -
28 Painting(AR0905a) :.Painting two coats of enamel paint with a coat of wood primer on old wood work in inner surface paint (Inside) - Painting two coats of enamel paint with a coat of wood primer on old wood work in inner surface paint including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Inside) 19.67625 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 2.45953125 0.075 1.47571875 - - - - - -
29 Painting(AR0922a) :.Finishing wall surface with two coats with distemper of approved shades above one coat oil bound Primer on new work (Inside) - Finishing wall surface with two coats with distemper of approved shades above one coat oil bound Primer on new work to give an even shade including all costs of labor, Paint, Primer, Brushes and putty required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 99.6825 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 24.920625 0.084 8.37333 - -
30 Painting(AR0918ca) :.Finishing wall two coats with weather coat with one coat oilbound Primer - Finishing wall surface two coats with weather coat with one coat oilbound 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) 125.842055 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 10.57073262 0.125 15.730256875
31 Painting(AR0918g) :.First Floor - Finishing wall with two coats 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) 43.9312 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 3.6902208 - -
Total Qty 6.190255 126.3685662854 27.447320985 6.4056 6.90217488 10.35326232 0.65742432876585 0.010692418575 0.070580356515 0.6488835068895 20.71976706 13213.6488 0.19521 0.21787224 32.94765 4.2189 9.606 2.45953125 1.47571875 24.920625 22.63428342 15.730256875
Rate Per Unit 75.25 0 75.25 279.5 279.5 279.5 0 0 0 0 0 0.04025 279.5 0 0 0 0 0 0 0 0 0
Total Amount 465.81668875 0 2065.4109041213 1790.3652 1929.15787896 2893.73681844 0 0 0 0 0 531.8493642 54.561195 0 0 0 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 9730.8980494713
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