Royalty Statement

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State: Odisha District: Cuttack Block: Nischinta Koili Gram Panchayat: Nimalo
Work Code: OD/350/3342/117104/399840/00071889 (Provision of Facility centre at Nemalo GP office campus )
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Nischinta Koili Bill Status: Final Bill
Proposal Date: 22-11-2022 Date of Commencement: 19-01-2026
Date of Completion: 03-02-2026 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: Laxmipriya Mahali
Administrative Approval Details
Approval No.: OD/350/3342/117104/399840/00071889/AS
Technical Sanction Details
Technical Sanction No.: OD/350/3342/117104/399840/00071889/TS
Fund Sanction No.: 22566
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 BRM341 BRM125
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 20.7615238 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. 88.2005031952 Cum 1 88.2005031952 - - - - - - - - - - - - - - - - - - - - - -
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. 15.09126158 Cum - - 2.29 34.5589890182 0.48 7.2438055584 0.96 14.4876111168 - - - - - - - - - - - - - - - -
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. 10.180810207485 Cum - - 0.672 6.8415044594299 0.28 2.8506268580958 - - 350 3563.2835726198 - - - - - - - - - - - - - -
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. 28.29991602305 Cum - - 0.672 19.01754356749 0.28 7.923976486454 - - 350 9904.9706080675 - - - - - - - - - - - - - -
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) 0.5608390012 Cum - - 3.4733 1.947962102868 0.45 0.25237755054 - - - - 0.36 0.201902040432 0.54 0.302853060648 0.01335 0.00748720066602 0.00307 0.001721775733684 - - - - - -
7 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) 1.15093916768 Cum - - 3.4733 3.9975570111029 0.45 0.517922625456 - - - - 0.36 0.4143381003648 0.54 0.6215071505472 0.041529 0.047797352694583 - - 0.045339 0.052182430923444 - - - -
8 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) 8.673888595 Sqm - - 0.21708125 1.8829385785633 0.028125 0.24395311673437 - - - - 0.0225 0.1951624933875 0.03375 0.29274374008125 0.00552344 0.047909703221167 - - 0.0084318 0.073136493855321 - - - -
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) 2.3590878141216 Cum - - 3.4733 8.1938197047886 0.45 1.0615895163547 - - - - 0.36 0.84927161308378 0.54 1.2739074196257 0.0502172 0.11846678457931 - - 0.076659 0.18084531274275 - - - -
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. 4.7393176 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 4.97628348 - -
11 Flooring (AR0816g) :.Fixing Granite Tiles Above 0.10 Sqm Above 0.40 sqm. (20mm thick) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 - Fixing Granite Tiles Above 0.10 Sqm Above 0.40 sqm. (20mm thick) 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 Granite tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 119.4939846593 Sqm - - 0.2737 32.70550360125 0.013 1.5534218005709 - - - - - - - - - - - - - - - - 1 119.4939846593
12 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. 113.3381203957 Sqm - - 0.0358 4.0575047101661 0.015 1.7000718059355 - - - - - - - - - - - - - - - - - -
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. 152.6026628963 Sqm - - 0.043 6.5619145045409 0.018 2.7468479321334 - - - - - - - - - - - - - - - - - -
14 Other Building Items. (AR1903) :.False ceilling - Providing fitting and fixing of false ceilling with Aluminium anodised T Section No.3215 with 2'-0" center to center, L section No.1705 upto 15 micron on 4 walls to be fixed by means of steel screw and P.V.C.plug and the Aluminium grid 2'-0"x2'-0"with 12mm thick Prelaminated Novapan board suspended from ceiling etc. complete and as per direction of engineer in charge. 101.77895262 Sqm - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 88.2005031952 119.7652372584 26.094593250675 14.4876111168 13468.254180687 1.6606742472681 2.4910113709021 0.22166104116108 0.001721775733684 0.30616423752151 4.97628348 119.4939846593
Rate Per Unit 75.25 0 75.25 279.5 0 279.5 279.5 0 0 0 0 32.89
Total Amount 6637.0878654388 0 1963.6181421133 4049.2873071456 0 464.15845211143 696.23767816714 0 0 0 0 3930.1571554444
Total Royalty Amount (in Rs.): 17740.546600421
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