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State: Odisha District: Mayurbhanj Block: Badasahi Gram Panchayat: Suhagpur
Work Code: OD/365/3487/120063/390666/00065132 (CONSTRUCTION OF MARKET COMPLEX IN FRONT OF FIRE STATION OF VILLAGE GUHALDIHI UNDER SUHAGPUR GP)
Project Category: Building
Financial Year: 2021-22 Execution Level: ps
Executing Agency: Panchayat Samiti, Badasahi Proposal Date: 06-02-2024
Date of Commencement: 20-12-2025 Date of Completion: 06-01-2026
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Market Complex Project Type: New Work
Name of Executant: GAGAN KUMAR MALLIK
Administrative Approval Details
Approval No.: OD/365/3487/120063/390666/00065132/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3487/120063/390666/00065132/TS
Fund Sanction No.: 3064
Fund Sanction Amount (in Rs.): 500000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM104 BRM092 BRM029 BRM340 BRM028 BRM044 BRMMR0025 BRM005 BRM060 BRM052 BRM084 BRM094 BRM162 BRM341 BRM057 BRM140 BRM253 BRM137
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 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 21.60180556 Sqm 0.00267 0.0576768208452 0.126 2.72182750056 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 15.23587972512 Cum - - - - 1 15.23587972512 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 4.79080329312 Cum - - - - - - 2.29 10.970939541245 0.48 2.2995855806976 0.96 4.5991711613952 - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 13.04413392 Cum - - - - - - 0.672 8.76565799424 0.28 3.6523574976 - - 1 13.04413392 350 4565.446872 - - - - - - - - - - - - - - - - - - - -
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.) 10.21043493216 Cum 0.004005 0.040892791903301 0.189 1.9297722021782 - - 3.4733 35.463903649871 0.45 4.594695719472 - - - - - - 0.36 3.6757565755776 0.54 5.5136348633664 - - - - - - - - - - - - - - - -
6 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 25.28633854 Sqm 0.0051904761904762 0.13124813813619 - - - - - - - - - - - - - - - - - - 0.55238095238095 13.967691764952 - - - - - - - - - - - - - -
7 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 6.317404 Sqm 0.0052948717948718 0.03344984425641 - - - - - - - - - - - - - - - - - - - - 0.26923076923077 1.7008395384615 - - - - - - - - - - - -
8 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 24.03865125 Sqm 0.0050222222222222 0.1207274485 - - - - - - - - - - - - - - - - - - 0.62222222222222 14.957383 - - - - - - - - - - - - - -
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. 9.5 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 7.6 1.05 9.975 - - - - - - - -
10 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. 74.786915 Sqm - - - - - - 0.043 3.215837345 0.018 1.34616447 - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 51.3010366 Sqm - - - - - - 0.0358 1.83657711028 0.015 0.769515549 - - - - - - - - - - - - - - - - - - - - - - - - - -
12 Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 22.4360745 Sqm - - - - - - 0.0858 1.9250151921 0.012 0.269232894 - - - - - - - - - - - - - - - - - - 0.023 0.5160297135 - - - - - -
13 Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. 4 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4 - - - - - - - -
14 Painting(AR0920bk) :.Finishing wall two coats with plastic emulsion paint of approved shades with one coat water bound Primer on new work (Inside)(For repair and maintenance) . - Finishing wall two coats with plastic emulsion paint of approved shades with one coat waterbound Primer on new work to give an even shade including all costs of labor, Paint, Primer, Brushes and putty required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside)(For repair and maintenance). 152.7975641 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 19.0996955125 0.084 12.8349953844 - -
15 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. 8.454173 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 0.456525342
16 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 14.748663696 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 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. 3.09674790144 Cum - - - - - - 0.672 2.0810145897677 0.28 0.8670894124032 - - - - 350 1083.861765504 - - - - - - - - - - - - - - - - - - - -
Total Qty 0.3839950436411 4.6515997027382 15.23587972512 64.258945422504 13.798641123173 4.5991711613952 13.04413392 5649.308637504 3.6757565755776 5.5136348633664 28.925074764952 1.7008395384615 7.6 13.975 0.5160297135 19.0996955125 12.8349953844 0.456525342
Rate Per Unit 58715.766 371.786 857.24 650.622 863.66 1792.06 33 7.0421 2176.81 2179.1 392.846 382.786 90 6219.332 1882 249.76622 159.45622 143.12622
Total Amount 22546.563127591 1729.3996470822 13060.805535562 41808.28358868 11917.334392439 8241.9906714899 430.45641936 39782.996356167 8001.4236712831 12014.761730762 11363.099921112 651.05756356954 684 86915.1647 971.167920807 4770.4587513081 2046.6198477139 65.340746534667
Total Material Amount (in Rs.): 267000.92459146
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