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State: Odisha District: Balasore Block: Remuna Gram Panchayat: Badapal
Work Code: OD/346/3307/116266/393025/00052211 (Development of Kakabarei Village Hata)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Remuna Proposal Date: -
Date of Commencement: - Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Development of Rural Haat
Project Sub-Category: Market Complex Project Type: New Work
Name of Executant:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 31804
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM178 BRM342 BRM340 BRM028 BRM056 BRM029 BRM045 BRM162 BRM341 BRM060 BRM052 BRM104 BRM092 BRM084 BRM149 BRM005 BRMM402 BRMM401
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 Pile Foundation(AR1501ca) :.Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 250 mm dia and 3.0 metre long with RCC M-20 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel including cost, convenience, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. (250mm dia and 3.0 meter long) 54 Nos 0.588 31.752 0.235 12.69 0.805 43.47 0.096 5.184 0.19 10.26 - - - - - - - - - - - - - - - - - - - - - - - - - -
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 15.43124016 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. 138.88989434112 Cum - - - - - - - - - - 1 138.88989434112 - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 11.435491908 Cum - - - - 2.29 26.18727646932 0.48 5.48903611584 - - - - 0.96 10.97807223168 - - - - - - - - - - - - - - - - - - - - - -
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. 4 Qntl - - - - - - - - - - - - - - 0.8 3.2 1.05 4.2 - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404Ab) :.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 Plinth band) 8.5229971483232 Cum - - - - 3.4733 29.602925995271 0.45 3.8353487167454 - - - - - - - - - - 0.36 3.0682789733964 0.54 4.6024184600945 0.01335 0.11378201193011 0.63 5.3694882034436 - - - - - - - - - -
7 R.C.C. Work (AR0404Ac) :.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 Beams, Column, Girder & Bressmer etc) 2.6335048752 Cum - - - - 3.4733 9.1469524830322 0.45 1.18507719384 - - - - - - - - - - 0.36 0.948061755072 0.54 1.422092632608 0.041529 0.10936682396218 - - 4.4196 11.639038146434 - - - - - - - -
8 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 121.888736 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 121.888736 - - - - - -
9 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. 51.3433563152 Cum - - - - 0.672 34.502735443814 0.28 14.376139768256 - - - - - - - - - - - - - - - - - - - - - - 350 17970.17471032 - - - -
10 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. 152.6674999 Sqm - - - - 0.0358 5.46549649642 0.015 2.2900124985 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 Earth Work (AR0122Bi) :.Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in ordinary soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. 339.8016 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0.6666 -226.51174656 1 339.8016
Total Qty 31.752 12.69 148.37538688786 32.359614293181 10.26 138.88989434112 10.97807223168 3.2 4.2 4.0163407284684 6.0245110927025 0.2231488358923 5.3694882034436 11.639038146434 121.888736 17970.17471032 -226.51174656 339.8016
Rate Per Unit 337.87 450 576.412 561.21 2359.73 556.27 1750.47 90 6384.952 2381.78 2345.4 58620.646 276.666 297.726 318.299032 6.47785 175.38 276.01
Total Amount 10728.04824 5710.5 85525.353506804 18160.539137476 24210.8298 77260.281525135 19216.786099389 288 26816.7984 9566.0400202514 14129.888316825 13081.128914154 1485.5548232939 3465.2442711852 38797.066680504 116408.09624725 -39725.630111693 93788.639616
Total Material Amount (in Rs.): 518913.16548657
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