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State: Odisha District: Deogarh Block: Tileibani Gram Panchayat: Tainsar
Work Code: OD/351/3348/117235/382706/00014641 (Construction of VSS Building at Badabalipasi)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Tileibani Proposal Date: -
Date of Commencement: 16-04-2025 Date of Completion: 18-12-2025
Scheme Name: Construction of Vana Suraksha Samiti Building Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti
Project Sub-Category: Vana Suraksha Samiti Building Project Type: New Work
Name of Executant: MANORANJAN BEHERA
Administrative Approval Details
Approval No.: OD/351/3348/117235/382706/00014641/AS
Technical Sanction Details
Technical Sanction No.: OD/351/3348/117235/382706/00014641/TS
Fund Sanction No.: 18481
Fund Sanction Amount (in Rs.): 850000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM341 BRM131 BRM137 BRM140 BRM141 BRM253
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 (AR0102a) :.Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil 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 32.39325 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. 14.857125 Cum 1 14.857125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.59925 Cum - - 2.29 19.6922825 0.48 4.12764 0.96 8.25528 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 13.278001 Cum - - 0.672 8.922816672 0.28 3.71784028 - - 350 4647.30035 - - - - - - - - - - - - - - - - - - - - - - - -
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. 23.19625 Cum - - 0.672 15.58788 0.28 6.49495 - - 350 8118.6875 - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0407Aa) :.Column base (including centering & shuttering) - Column base (including centring & shuttering) 5.738445 Cum - - 4.22 24.2162379 0.45 2.58230025 - - - - 0.36 2.0658402 0.54 3.0987603 0.004005 0.022982472225 0.000921 0.005285107845 - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0407Ac) :.Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) 2.8015 Cum - - 4.22 11.82233 0.45 1.260675 - - - - 0.36 1.00854 0.54 1.51281 0.041529 0.1163434935 - - 0.045339 0.1270172085 - - - - - - - - - - - - - -
8 R.C.C. Work (AR0407Ab) :.Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) 1.968125 Cum - - 4.22 8.3054875 0.45 0.88565625 - - - - 0.36 0.708525 0.54 1.0627875 0.01335 0.02627446875 0.00307 0.00604214375 - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0407Ad) :.Lintel (including centring & shuttering) - Lintel (including centring & shuttering) 1.098375 Cum - - 4.22 4.6351425 0.45 0.49426875 - - - - 0.36 0.395415 0.54 0.5931225 0.0741335 0.0814263830625 - - - - 0.049542 0.05441569425 - - - - - - - - - - - -
10 R.C.C. Work (AR0407Ae) :.Staircase (including centring & shuttering) - Staircase (including centring & shuttering) 1.89 Cum - - 4.22 7.9758 0.45 0.8505 - - - - 0.36 0.6804 0.54 1.0206 0.04806 0.0908334 - - - - 0.01494 0.0282366 - - - - - - - - - - - -
11 R.C.C. Work (AR0407Ag) :.Roof (including centring & shuttering) - Roof (including centring & shuttering) 6.0379125 Cum - - 4.22 25.47999075 0.45 2.717060625 - - - - 0.36 2.1736485 0.54 3.26047275 0.0502172 0.303207059595 - - 0.076659 0.4628603343375 - - - - - - - - - - - - - -
12 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. 38.488 Sqm - - 0.0372 1.4317536 0.0075 0.28866 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 126.461 Sqm - - 0.0358 4.5273038 0.015 1.896915 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 122.94 Sqm - - 0.043 5.28642 0.018 2.21292 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 17.72 Qntl - - - - - - - - - - - - - - - - - - - - - - 1.05 18.606 - - - - - - - - - -
16 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. 54.089 Sqm - - 0.1375 7.4372375 0.015 0.811335 - - - - - - - - - - - - - - - - - - 1 54.089 - - - - - - - -
17 Painting(AR0901b) :.Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner 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. 31.5675 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.704645 - - - - - -
18 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) 296.9115 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 37.1139375 - - - -
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) 31.5675 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 3.9459375 - -
20 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. 296.911 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 24.940524
Total Qty 14.857125 145.320682722 28.340721155 8.25528 12765.98785 7.0323687 10.54855305 0.6410672771325 0.011327251595 0.5898775428375 0.08265229425 18.606 54.089 1.704645 37.1139375 3.9459375 24.940524
Rate Per Unit 40.25 0 560.25 156.5 0.04025 156.5 156.5 0 0 0 0 0 0 0 0 0 0
Total Amount 597.99928125 0 15877.889027089 1291.95132 513.8310109625 1100.56570155 1650.848552325 0 0 0 0 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 21033.084893176
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