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State: Odisha District: Nayagarh Block: Nayagarh Gram Panchayat: Khuntubandha
Work Code: OD/367/3527/120669/406266/00050878 (MAINTENANCE OF KHUNTABANDHA KALYAN MANDAP)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Nayagarh Proposal Date: -
Date of Commencement: 05-03-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Capital Assets
Project Sub-Category: Kalyan Mandap Project Type: Repair and Maintenance
Name of Executant: Manoja Kumar Sethi
Administrative Approval Details
Approval No.: OD/367/3527/120669/406266/00050878/AS
Technical Sanction Details
Technical Sanction No.: OD/367/3527/120669/406266/00050878/TS
Fund Sanction No.: 1313
Fund Sanction Amount (in Rs.): 500000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM084 BRM341 BRM255 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)
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 25.4957388 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. 3.6422484 Cum 1 3.6422484 - - - - - - - - - - - - - - - - - - - - - - - -
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. 2.403883944 Cum - - 2.29 5.50489423176 0.48 1.15386429312 0.96 2.30772858624 - - - - - - - - - - - - - - - - - -
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. 1.1751472 Cum - - 0.672 0.7896989184 0.28 0.329041216 - - 350 411.30152 - - - - - - - - - - - - - - - -
5 R.C.C. Work (AR0404Ba) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC foundation, footing bases of column, mass concreate, pre-cast slabs etc)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete work of M-20 grade with 20mm & downgrade 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)(Nominal mix as per IS-456, Table-9). 6.046132344 Cum - - 3.4733 21.000031470415 0.45 2.7207595548 - - - - 0.36 2.17660764384 0.54 3.26491146576 0.004005 0.02421476003772 0.000921 0.005568487888824 - - - - - - - -
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) 10.22049022784 Cum - - 3.4733 35.498828708357 0.45 4.599220602528 - - - - 0.36 3.6793764820224 0.54 5.5190647230336 0.01335 0.13644354454166 0.00307 0.031376904999469 - - - - - - - -
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) 3.0068773441728 Cum - - 3.4733 10.443787079515 0.45 1.3530948048778 - - - - 0.36 1.0824758439022 0.54 1.6237137658533 0.041529 0.12487260922615 - - 0.045339 0.13632881190745 - - - - - -
8 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. 24.0905176 Cum - - 0.672 16.1888278272 0.28 6.745344928 - - 350 8431.68116 - - - - - - - - - - - - - - - -
9 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. 12.753 Qntl - - - - - - - - - - - - - - - - - - - - 1.05 13.39065 - - - -
10 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. 137.9653121507 Sqm - - 0.0358 4.9391581749951 0.015 2.0694796822605 - - - - - - - - - - - - - - - - - - - -
11 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. 141.39929503 Sqm - - 0.043 6.08016968629 0.018 2.54518731054 - - - - - - - - - - - - - - - - - - - -
12 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) 262.59869077 Sqm - - - - - - - - - - - - - - - - - - - - - - 0.125 32.82483634625 0.090322580645161 23.718591424387
Total Qty 3.6422484 100.44539609693 21.515992392126 2.30772858624 8842.98268 6.9384599697646 10.407689954647 0.28553091380554 0.036945392888293 0.13632881190745 13.39065 32.82483634625 23.718591424387
Rate Per Unit 305.25 0 305.25 199.5 0 199.5 199.5 0 0 0 0 0 0
Total Amount 1111.7963241 0 6567.7566776965 460.39185295488 0 1384.222763968 2076.3341459521 0 0 0 0 0 0
Total Royalty Amount (in Rs.): 11600.501764672
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