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State: Odisha District: Mayurbhanj Block: Tiring Gram Panchayat: Lupung
Work Code: OD/365/3511/120402/387467/00049371 (DEVELOPMENT OF RURAL HAAT AT LUPUNG)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Tiring Proposal Date: -
Date of Commencement: 16-01-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Development of Rural Haat
Project Sub-Category: Market Complex Project Type: Upgradation or Improvement
Name of Executant: PURUSOTTAM NAHAK
Administrative Approval Details
Approval No.: OD/365/3511/120402/387467/00049371/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3511/120402/387467/00049371/TS
Fund Sanction No.: 31804
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRM005 BRMMR0025 BRM056 BRM162 BRM341 BRM142 BRM255 BRM252
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 38.454 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. 34.758 Cum 1 34.758 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 18.894 Cum - - 2.29 43.26726 0.48 9.06912 0.96 18.13824 - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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) 41.624 Cum - - 3.4733 144.5726392 0.45 18.7308 - - 0.36 14.98464 0.54 22.47696 - - - - - - - - - - - - - - - - - - - - - -
5 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 53.1 Sqm - - - - - - - - - - - - 0.00267 0.141777 0.126 6.6906 - - - - - - - - - - - - - - - - - -
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 102.75 Sqm - - - - - - - - - - - - 0.0051904761904762 0.53332142857143 - - 0.55238095238095 56.757142857143 - - - - - - - - - - - - - - - -
7 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 122.06 Sqm - - - - - - - - - - - - 0.0050222222222222 0.61301244444444 - - 0.62222222222222 75.948444444444 - - - - - - - - - - - - - - - -
8 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. 7.8 Cum - - 0.672 5.2416 0.28 2.184 - - - - - - - - - - - - 350 2730 - - - - - - - - - - - - - -
9 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. 2.5 Cum - - 0.672 1.68 0.28 0.7 - - - - - - - - - - - - 350 875 1 2.5 - - - - - - - - - - - -
10 Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 96.75 Sqm - - 0.0858 8.30115 0.012 1.161 - - - - - - - - - - - - - - - - 0.023 2.22525 - - - - - - - - - -
11 Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. 207.74 Sqm - - 0.0372 7.727928 0.0075 1.55805 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 21.5 Sqm - - 0.043 0.9245 0.018 0.387 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 25 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 20 1.05 26.25 - - - - - -
14 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over 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. 116.6 Sqm - - 0.0744 8.67504 0.021 2.4486 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 Painting(AR0921k) :.Finishing wall One Coat with distemper of approved shades on old work (Inside)(For repair and maintenance). - Finishing wall One Coat with distemper 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)(For repair and maintenance). 181.1 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.166 30.0626 - - - -
16 Painting(AR0918g) :.Finishing wall with two coats weather coat paint of approved shade including one coat of oil bound primer in the outer surface of old work .(Outside) - Finishing wall with two coats weather coat paint of approved shade including one coat of oil bound primer 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) 48.1 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 6.0125 0.084 4.0404
Total Qty 34.758 220.3901172 36.23857 18.13824 14.98464 22.47696 1.2881108730159 6.6906 132.70558730159 3605 2.5 2.22525 20 26.25 30.0626 6.0125 4.0404
Rate Per Unit 466.64 650.622 473.06 1401.46 1786.21 1788.5 58620.646 276.666 297.726 6.60035 33 1802.83 90 6225.277 70.52622 195.21622 125.92622
Total Amount 16219.47312 143390.6588329 17143.0179242 25420.0178304 26765.7138144 40200.04296 75509.891495814 1851.0615396 39509.903684952 23794.26175 82.5 4011.7474575 1800 163413.52125 2120.201541372 1173.73752275 508.792299288
Total Material Amount (in Rs.): 582914.54302318
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