Material Statement

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State: Odisha District: Balasore Block: Baliapal Gram Panchayat: Devog
Work Code: OD/346/3300/116105/391981/00070496 (DEEVELOPMENT OF DUMICHAK HAAT)
Project Category: Other Infrastructure
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Baliapal Bill Status: 1st Bill
Proposal Date: - Date of Commencement: 22-12-2025
Date of Completion: - Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Development of Rural Haat Project Sub-Category: Rural Haat
Project Type: Upgradation or Improvement Name of Executant: ARUN KUMAR JENA
Administrative Approval Details
Approval No.: OD/346/3300/116105/391981/00070496/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3300/116105/391981/00070496/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM340 BRM028 BRM005 BRM060 BRM052 BRM104 BRM092 BRM162 BRM341 BRM178 BRM342 BRM056 BRM084
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 6.3429632 Cum - - - - - - - - - - - - - - - - - - - - - - - - - -
2 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. 6.975277344 Cum 0.672 4.687386375168 0.28 1.95307765632 350 2441.3470704 - - - - - - - - - - - - - - - - - - - -
3 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) 23.704443970189 Cum 3.4733 82.332645241657 0.45 10.666999786585 - - 0.36 8.533599829268 0.54 12.800399743902 - - - - - - - - - - - - - - - -
4 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 61.597011575 Sqm - - - - - - - - - - 0.00267 0.16446402090525 0.126 7.76122345845 - - - - - - - - - - - -
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. 28.3322028 Qntl - - - - - - - - - - - - - - 0.8 22.66576224 1.05 29.74881294 - - - - - - - -
6 Pile Foundation(AR1501bc) :.Single under reamed pile foundation 300 mm dia and 4.0 metre long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips - Single under reamed pile foundation 300 mm dia and 4.0 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. (300mm dia and 4.0 meter long) 14 Nos 1.5 21 0.178 2.492 - - - - - - - - - - - - - - 0.825 11.55 0.33 4.62 0.356 4.984 - -
7 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 100.64460699 Sqm - - - - - - - - - - 0.0051904761904762 0.52239343628143 - - - - - - - - - - - - 0.55238095238095 55.594163861143
Total Qty 108.02003161683 15.112077442905 2441.3470704 8.533599829268 12.800399743902 0.68685745718668 7.76122345845 22.66576224 29.74881294 11.55 4.62 4.984 55.594163861143
Rate Per Unit 567.932 1030.79 7.56885 2924.58 2888.2 58620.646 276.666 90 6216.742 337.87 450 2902.53 297.726
Total Amount 61348.032596207 15577.378307372 18478.189773797 24957.195388681 36970.114540338 40264.0278502 2147.2666493555 2039.9186016 184940.69485424 3902.3985 2079 14466.20952 16551.828029723
Total Material Amount (in Rs.): 423722.25461151
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