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State: Odisha District: Kalahandi Block: Narala Gram Panchayat: Gadebandha
Work Code: OD/358/3420/118829/422752/00022632 (Construction Of Market Complex In Gadebandha Gp)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Narala Proposal Date: -
Date of Commencement: 18-11-2025 Date of Completion: -
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: MANOJ KUMAR MOHANTA
Administrative Approval Details
Approval No.: OD/358/3420/118829/422752/00022632/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3420/118829/422752/00022632/TS
Fund Sanction No.: 32
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM002 BRM060 BRM052 BRM162 BRM341 BRMMR0025 BRM104 BRM092 BRM084 BRM094 BRM253 BRM255 BRM140 BRM137 BRM141 BRM174 BRM131 BRM134 BRMMR0027
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) 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 36.756 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. 36.966 Cum 1 36.966 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 10.066 Cum - - 2.29 23.05114 0.48 4.83168 0.96 9.66336 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Brick Work (AR0603e) :.C.B. Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with C.B. Bricks of size (23cm x 11cm 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. 18.8175 Cum - - 0.672 12.64536 0.28 5.2689 - - 400 7527 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 21.5115 Cum - - 3.4733 74.71589295 0.45 9.680175 - - - - 0.36 7.74414 0.54 11.61621 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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. 19.35 Qntl - - - - - - - - - - - - - - 0.8 15.48 1.05 20.3175 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 Masonry Brick Work (AR0603ei) :.C.B. Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with C.B. Bricks of size (23cm x 11cm 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. 23.249375 Cum - - 0.672 15.62358 0.28 6.509825 - - 400 9299.75 - - - - - - - - 1 23.249375 - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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 28.7 Sqm - - - - - - - - - - - - - - - - - - - - 0.00267 0.076629 0.126 3.6162 - - - - - - - - - - - - - - - - - - - - - -
9 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 44.4 Sqm - - - - - - - - - - - - - - - - - - - - 0.0051904761904762 0.23045714285714 - - 0.55238095238095 24.525714285714 - - - - - - - - - - - - - - - - - - - -
10 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 16.075 Sqm - - - - - - - - - - - - - - - - - - - - 0.0052948717948718 0.085115064102564 - - - - 0.26923076923077 4.3278846153846 - - - - - - - - - - - - - - - - - -
11 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 71.815 Sqm - - - - - - - - - - - - - - - - - - - - 0.0050222222222222 0.36067088888889 - - 0.62222222222222 44.684888888889 - - - - - - - - - - - - - - - - - - - -
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. 95.58 Sqm - - 0.0358 3.421764 0.015 1.4337 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 150.78 Sqm - - 0.043 6.48354 0.018 2.71404 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 210.48 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 17.68032 - - - - - - - - - - - - - - - -
15 Painting(AR0901di) :.Priming one coat with outer surface primer of approved quality water-bound primer over plastering surfaces(outer surface ) - Priming one coat with outer surface primer of approved quality water-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 139.32 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 12.583741935484 - - - - - - - - - - - - - - - -
16 Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade 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) 121.68 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 15.21 - - - - - - - - - - - - - -
17 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new 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) 210.48 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 26.31 - - - - - - - - - - - -
18 Painting(AR0903b) :.Painting two coats of enamel paint with a coat of red oxide primer over iron surface - Painting two coats of enamel paint with a coat of red oxide primer over iron surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge. 39.69 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 2.14326 0.125 4.96125 - - - - - - - -
19 Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) 49.28 Sqm - - 0.1074 5.292672 0.021 1.03488 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0076 0.374528 1 49.28 - - - -
20 Flooring (AR0816j) :.Fixing Chequred Tiles in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 - Fixing Chequred Tiles 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 Chequred tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 13.9125 Sqm - - 0.2737 3.80785125 0.013 0.1808625 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 13.9125 1 13.9125
21 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. 8.4 Qntl - - - - - - - - - - - - - - - - 1 8.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 36.966 145.0418002 31.6540625 9.66336 16826.75 7.74414 11.61621 15.48 28.7175 23.249375 0.7528720958486 3.6162 69.210603174603 4.3278846153846 30.264061935484 15.21 26.31 2.14326 4.96125 0.374528 49.28 13.9125 13.9125
Rate Per Unit 373.99 611.157 678.39 1661.86 4.92297 2061.61 2046.61 90.1 5290.907 33 58573.086 229.106 250.166 240.106 159.39677 189.86677 249.70677 143.06677 205.70677 2053.857 663.9538891 254.75 8.5
Total Amount 13824.91434 88643.311484831 21473.799459375 16059.1514496 82837.5854475 15965.3964654 23773.8515481 1394.748 151941.6217725 767.229375 44098.04201714 828.4931172 17314.139753778 1039.1510634615 4823.9937195961 2887.8735717 6569.7851187 306.6292854702 1020.5627126625 769.226954496 32719.647654848 3544.209375 118.25625
Total Material Amount (in Rs.): 532721.61993636
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