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State: Odisha District: Kandhamal Block: Chakapad Gram Panchayat: Bepelamendi(L)
Work Code: OD/359/3423/118882/415754/00022656 (Construction of Kalyan Mandap at Bapalmendi-L village)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Chakapad Proposal Date: 02-01-2025
Date of Commencement: 18-10-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Kalyan Mandap Project Type: New Work
Name of Executant: Chandray Hansdah
Administrative Approval Details
Approval No.: OD/359/3423/118882/415754/00022656/AS
Technical Sanction Details
Technical Sanction No.: OD/359/3423/118882/415754/00022656/TS
Fund Sanction No.: 32
Fund Sanction Amount (in Rs.): 1000000
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM034 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 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)
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 38.970712832 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. 20.163014138573 Cum 1 20.163014138573 - - - - - - - - - - - - - - - - - - - - - - - -
3 Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. 12.368184266803 Cum - - 2.29 28.323141970979 0.48 5.9367284480654 0.96 11.873456896131 - - - - - - - - - - - - - - - - - -
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. 19.359887620147 Cum - - 0.8151 15.780244399182 0.34 6.58236179085 - - 1 19.359887620147 - - - - - - - - - - - - - - - -
5 R.C.C. Work (AR0404A) :.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. complete and as per direction of Engineer-in charge. (excluding centring and shuttering) 32.938200189197 Cum - - 3.4733 114.40425071714 0.45 14.822190085139 - - - - 0.36 11.857752068111 0.54 17.786628102166 - - - - - - - - - - - -
6 R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc 65.704903526 Sqm - - - - - - - - - - - - - - 0.00267 0.17543209241442 0.000614 0.040342810764964 - - - - - - - -
7 R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. beams, column, grider and bressmer, etc. Data for 4.2sqm 71.5551540808 Sqm - - - - - - - - - - - - - - 0.0051904761904762 0.37140532356225 - - 0.0056666666666667 0.40547920645787 - - - - - -
8 R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. Lintels Data for 7.8 sqm 35.6613182262 Sqm - - - - - - - - - - - - - - 0.0052948717948718 0.18882210804385 - - - - 0.0035384615384615 0.12618620295425 - - - -
9 R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height 92.2639574242 Sqm - - - - - - - - - - - - - - 0.0050222222222222 0.46337009728598 - - 0.0076666666666667 0.70735700691887 - - - - - -
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. 34.1 Qntl - - - - - - - - - - - - - - - - - - - - - - 1.05 35.805 - -
11 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. 18.095913110426 Cum - - 0.672 12.160453610206 0.28 5.0668556709193 - - - - - - - - - - - - - - - - - - 350 6333.5695886491
Total Qty 20.163014138573 170.6680906975 32.408135994973 11.873456896131 19.359887620147 11.857752068111 17.786628102166 1.1990296213065 0.040342810764964 1.1128362133767 0.12618620295425 35.805 6333.5695886491
Rate Per Unit 40.25 0 40.25 149.5 149.5 149.5 149.5 0 0 0 0 0 0.04025
Total Amount 811.56131907756 0 1304.4274737977 1775.0818059716 2894.303199212 1772.7339341826 2659.1009012739 0 0 0 0 0 254.92617594313
Total Royalty Amount (in Rs.): 11472.134809458
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