Material Statement

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State: Odisha District: Sambalpur Block: Naktideul Gram Panchayat: Naktideul
Work Code: OD/371/3564/121390/382535/00045462 (CONSTRUCTION OF BOUNDRYWALL AT NAKTIDEUL BLOCK COLONY)
Project Category: Building
Financial Year: 2021-22 Execution Level: ps
Executing Agency: Panchayat Samiti, Naktideul Bill Status: Final Bill
Proposal Date: - Date of Commencement: 16-08-2025
Date of Completion: 26-11-2025 Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Maintenance of Capital Assets Project Sub-Category: Staff Quarter
Project Type: New Work Name of Executant: Yogindra Seth
Administrative Approval Details
Approval No.: OD/371/3564/121390/382535/00045462/AS
Technical Sanction Details
Technical Sanction No.: OD/371/3564/121390/382535/00045462/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM060 BRM052 BRM104 BRM092 BRM084 BRMMR0025 BRM006 BRM162 BRM341 BRM255 BRM253
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 32.805 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. 3.645 Cum 1 3.645 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 3.645 Cum - - 2.29 8.34705 0.48 1.7496 0.96 3.4992 - - - - - - - - - - - - - - - - - - - - - -
4 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. 289.43 Sqm - - 0.0358 10.361594 0.015 4.34145 - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 289.43 Sqm - - 0.043 12.44549 0.018 5.20974 - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404B) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips.(Nominal mix as per IS-456, Table-9). - R.C.C. work of M-20 grade with 20mm & downgrade 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(Nominal mix as per IS-456, Table-9). 22.39285 Cum - - 3.4733 77.777085905 0.45 10.0767825 - - 0.36 8.061426 0.54 12.092139 - - - - - - - - - - - - - - - - - -
7 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 94.4058 Sqm - - - - - - - - - - - - 0.00267 0.252063486 0.126 11.8951308 - - - - - - - - - - - - - -
8 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 142.32 Sqm - - - - - - - - - - - - 0.0051904761904762 0.73870857142857 - - 0.55238095238095 78.614857142857 - - - - - - - - - - - -
9 Masonry Brick Work (AR0603ci) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash 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. 53.34405 Cum - - 0.672 35.8472016 0.28 14.936334 - - - - - - - - - - - - 1 53.34405 400 21337.62 - - - - - - - -
10 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. 22.25 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 17.8 1.05 23.3625 - - - -
11 Painting(AR0918Ai) :.Finishing wall one coat with weather coat - Finishing wall one coat with weather coat including all costs of labour, Paint, Primer and Brushes required for the work etc. complete and as per direction of Engineer-in-charge. 578.86 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 43.4145 - -
12 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. 578.86 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 48.62424
Total Qty 3.645 144.778421505 36.3139065 3.4992 8.061426 12.092139 0.99077205742857 11.8951308 78.614857142857 53.34405 21337.62 17.8 23.3625 43.4145 48.62424
Rate Per Unit 346.01 562.787 352.89 1486.41 1955.08 1918.7 58573.086 229.106 250.166 33 5.24616 90 6723.027 195.03787 159.27787
Total Amount 1261.20645 81479.413503534 12814.814464785 5201.245872 15760.73274408 23201.1870993 58032.576926161 2725.2458370648 19666.764352 1760.35365 111940.5685392 1602 157066.7182875 8467.471607115 7744.7653775688
Total Material Amount (in Rs.): 508725.06471031
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