Royalty Statement

Download PDF
State: Odisha District: Koraput Block: Koraput Gram Panchayat: Mahadeiput
Work Code: OD/363/3471/119806/428922/00015013 (VSS building at Karanguda)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Koraput Bill Status: Final Bill
Proposal Date: - Date of Commencement: 13-02-2025
Date of Completion: 05-09-2025 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: Sarmistha Behera
Administrative Approval Details
Approval No.: OD/363/3471/119806/428922/00015013/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3471/119806/428922/00015013/TS
Fund Sanction No.: 18342
Fund Sanction Amount (in Rs.): 850000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM034 BRM060 BRM052 BRM104 BRM092 BRM094 BRM084 BRM064 BRM131 BRM129 BRM253 BRM255 BRM140 BRM141 BRM341 BRM005
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 28.660132 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. 9.98634 Cum 1 9.98634 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 7.0266 Cum - - 2.29 16.090914 0.48 3.372768 0.96 6.745536 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Stone Work (AR0703) :.Random rubble H.G. stone of masonry. - Random rubble H.G. stone of size not less than 0.0025 cum stacked masonry in cement mortar (1:6) in foundation and plinth including watering, curing for seven days 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. 13.707315 Cum - - 0.8151 11.1728324565 0.34 4.6604871 - - 1 13.707315 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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.) 4.052988 Cum - - 3.4733 14.0772432204 0.45 1.8238446 - - - - 0.36 1.45907568 0.54 2.18861352 0.004005 0.01623221694 0.000921 0.003732801948 - - - - - - - - - - - - - - - - - - - - - -
6 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) 1.59758 Cum - - 3.4733 5.548874614 0.45 0.718911 - - - - 0.36 0.5751288 0.54 0.8626932 0.01335 0.021327693 0.00307 0.0049045706 - - - - - - - - - - - - - - - - - - - - - -
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) 1.032585 Cum - - 3.4733 3.5864774805 0.45 0.46466325 - - - - 0.36 0.3717306 0.54 0.5575959 0.0741335 0.0765491400975 - - 0.049542 0.05115632607 - - - - - - - - - - - - - - - - - - - -
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) 4.205021 Cum - - 3.4733 14.6052994393 0.45 1.89225945 - - - - 0.36 1.51380756 0.54 2.27071134 0.041529 0.174630317109 - - - - 0.045339 0.190651447119 - - - - - - - - - - - - - - - - - -
9 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) 5.7108225 Cum - - 3.4733 19.83539978925 0.45 2.569870125 - - - - 0.36 2.0558961 0.54 3.08384415 0.0502172 0.286781515647 - - - - 0.076659 0.4377859420275 - - - - - - - - - - - - - - - - - -
10 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) 1.368672 Cum - - 3.4733 4.7538084576 0.45 0.6159024 - - - - 0.36 0.49272192 0.54 0.73908288 0.04806 0.06577837632 - - 0.01494 0.02044795968 - - - - - - - - - - - - - - - - - - - -
11 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. 100.0085 Sqm - - 0.0358 3.5803043 0.015 1.5001275 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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. 116.9645 Sqm - - 0.043 5.0294735 0.018 2.105361 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 Plastering (AR1008) :.20mm thick cement Plaster in CM (1:6) over brick work in inside. - 20mm thick cement Plaster in CM (1:6) for 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. 11.07 Sqm - - 0.057 0.63099 0.021 0.23247 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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) 49.686 Sqm - - 0.1208 6.0020688 0.0169 0.8396934 - - - - - - - - - - - - - - - - 0.0169 0.8396934 - - - - - - - - - - - - - - - -
15 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. 36.654 Sqm - - 0.1375 5.039925 0.015 0.54981 - - - - - - - - - - - - - - - - - - 1 36.654 - - - - - - - - - - - - - -
16 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. 20.955 Sqm - - 0.1375 2.8813125 0.015 0.314325 - - - - - - - - - - - - - - - - - - - - 1 20.955 - - - - - - - - - - - -
17 Painting(AR0901di) :.Priming one coat with outer surface primer of approved quality water-bound primer over plastering surfaces(outer surface ) - Priming one coat with outer 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. 265.23 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 23.956258064516 - - - - - - - - - -
18 Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade 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) 111.08 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 13.885 - - - - - - - -
19 Painting(AR0919) :.Finishing wall One Coat with plastic emulsion paint of approved shades on old work (Inside) - Finishing wall One Coat with plastic emulsion paint of approved shades on old 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) 154.17 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 11.56275 - - - - - -
20 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) 23.79375 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 2.97421875 - - - -
21 miscellaneous(ARM105) :.Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. - Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. 9.855 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
22 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. 16.8 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.05 17.64 - -
23 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. 19.897438 Cum - - 0.672 13.371078336 0.28 5.57128264 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 350 6964.1033
Total Qty 9.98634 126.20600189355 27.231775465 6.745536 13.707315 6.46836066 9.70254099 0.6412992591135 0.008637372548 0.07160428575 0.6284373891465 0.8396934 36.654 20.955 23.956258064516 13.885 11.56275 2.97421875 17.64 6964.1033
Rate Per Unit 207.25 0 207.25 202.5 202.5 202.5 202.5 0 0 0 0 202.5 0 0 0 0 0 0 0 0.04025
Total Amount 2069.668965 0 5643.7854651213 1365.97104 2775.7312875 1309.84303365 1964.764550475 0 0 0 0 170.0379135 0 0 0 0 0 0 0 280.305157825
Total Royalty Amount (in Rs.): 15580.107413071
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App