Material Statement

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State: Odisha District: Koraput Block: Semiliguda Gram Panchayat: Pakjhola
Work Code: OD/363/3479/119920/429964/00044620 (Construction of Community Centre near Radhakrushna Mandir at Sunabeda)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Semiliguda Bill Status: Final Bill
Proposal Date: 12-01-2024 Date of Commencement: 06-08-2025
Date of Completion: 10-09-2025 Scheme Name: Chief Minister Special Assistant
Scheme Component Name: Special Problem Fund (SPF) 16 th Phase Project Sub-Category: Community Centre
Project Type: New Work Name of Executant: SMT PREETIMAYEE PANIGRAHI
Administrative Approval Details
Approval No.: OD/363/3479/119920/429964/00044620/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3479/119920/429964/00044620/TS
Fund Sanction No.: 471
Fund Sanction Amount (in Rs.): 700000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM138 BRM029 BRM340 BRM028 BRM044 BRM162 BRM341 BRM142 BRM060 BRM052 BRM056 BRMMR0025 BRM001 BRM034 BRM149
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 Painting(AR0901a) :.Priming one coat in inner surface with primer of approved quality over woodwork - Priming one coat in inner surface with primer of approved quality over woodwork including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 110.6276 Sqm 0.075 8.29707 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2 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 38.6136 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 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. 31.70664 Cum - - 1 31.70664 - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 28.90032 Cum - - - - 2.29 66.1817328 0.48 13.8721536 0.96 27.7443072 - - - - - - - - - - - - - - - - - - - -
5 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. 3.3 Qntl - - - - - - - - - - 0.8 2.64 1.05 3.465 - - - - - - - - - - - - - - - -
6 Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper 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) 110.6276 Sqm - - - - - - - - - - - - - - 0.25 27.6569 - - - - - - - - - - - - - -
7 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) 9.22299 Cum - - - - 3.4733 32.034211167 0.45 4.1503455 - - - - - - - - 0.36 3.3202764 0.54 4.9804146 - - - - - - - - - -
8 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 10.204425 Cum - - - - 3.23 32.96029275 0.45 4.59199125 - - - - - - - - - - - - 0.9 9.1839825 - - - - - - - -
9 Masonry Brick Work (AR0603di) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with C.B. 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. 8.70366 Cum - - - - 1 8.70366 0.28 2.4370248 - - - - - - - - - - - - - - 1 8.70366 350 3046.281 - - - -
10 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. 23.7357 Cum - - - - 0.8151 19.34696907 0.34 8.070138 - - - - - - - - - - - - - - - - - - 1 23.7357 - -
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. 51.5385 Sqm - - - - 0.043 2.2161555 0.018 0.927693 - - - - - - - - - - - - - - - - - - - - - -
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. 43.3925 Sqm - - - - 0.0358 1.5534515 0.015 0.6508875 - - - - - - - - - - - - - - - - - - - - - -
13 Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge 192.4718 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 192.4718
Total Qty 8.29707 31.70664 162.996472787 34.70023365 27.7443072 2.64 3.465 27.6569 3.3202764 4.9804146 9.1839825 8.70366 3046.281 23.7357 192.4718
Rate Per Unit 155.38732 413.05 599.112 937.77 1336.36 90.1 6635.552 70.30732 1759.78 1723.4 1737.73 33 5.080905 633.07 318.299032
Total Amount 1289.2594711524 13096.427652 97653.142804365 32540.83810996 37076.382369792 237.864 22992.18768 1944.482518508 5842.956003192 8583.24652164 15959.281909725 287.22078 15477.864364305 15026.359599 61263.587627298
Total Material Amount (in Rs.): 329271.10141094
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