Material Statement

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State: Odisha District: Kalahandi Block: Golamunda Gram Panchayat: Khaliapali
Work Code: OD/358/3411/118661/423655/00056242 (Construction of Yatri Vishramgara at Jaleswar Temple at Khaliapali)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Golamunda Bill Status: Final Bill
Proposal Date: - Date of Commencement: 21-11-2025
Date of Completion: 23-12-2025 Scheme Name: Chief Minister Special Assistant
Scheme Component Name: Self/Personal Deposit Project Sub-Category: Community Centre
Project Type: New Work Name of Executant: Rajat Kumar
Administrative Approval Details
Approval No.: OD/358/3411/118661/423655/00056242/AS
Technical Sanction Details
Technical Sanction No.: OD/358/3411/118661/423655/00056242/TS
Fund Sanction No.: 592
Fund Sanction Amount (in Rs.): 500000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM340 BRM028 BRM045 BRM060 BRM052 BRM084 BRM104 BRM162 BRM341 BRM092 BRM002 BRMMR0025 BRM131 BRMMR0027 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) Qty/unit (B) Total Qty (A*B)
1 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. 5.1411698912 Cum 2.29 11.773279050848 0.48 2.467761547776 0.96 4.935523095552 - - - - - - - - - - - - - - - - - - - - - - - - - -
2 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) 16.97872213152 Cum 3.4733 58.972195579408 0.45 7.640424959184 - - 0.36 6.1123399673472 0.54 9.1685099510208 4.4196 75.039160332466 0.041529 0.70510935139989 - - - - - - - - - - - - - - - - - -
3 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. 10 Qntl - - - - - - - - - - - - - - 0.8 8 1.05 10.5 - - - - - - - - - - - - - -
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 85.51 Sqm - - - - - - - - - - - - 0.00267 0.2283117 - - - - 0.126 10.77426 - - - - - - - - - - - -
5 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. 5.5117730904 Cum 0.672 3.7039115167488 0.28 1.543296465312 - - - - - - - - - - - - - - - - 400 2204.70923616 - - - - - - - - - -
6 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. 7.08141437376 Cum 0.672 4.7587104591667 0.28 1.9827960246528 - - - - - - - - - - - - - - - - 400 2832.565749504 1 7.08141437376 - - - - - - - -
7 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. 67.26920424 Sqm 0.0358 2.408237511792 0.015 1.0090380636 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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. 82.8230245 Sqm 0.043 3.5613900535 0.018 1.490814441 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9 Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. 25.9666207575 Sqm 0.1375 3.5704103541563 0.015 0.3894993113625 - - - - - - - - - - - - - - - - - - - - 1 25.9666207575 1 25.9666207575 - - - -
10 Painting(AR0918cb) :.Finishing wall two coats with weather coat with one coat waterbound Primer - Finishing wall two coats with weather coat with one coat waterbound Primer including all costs of labour, Paint, Primer, Brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 2.50745197 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 0.31343149625 0.090322580645161 0.22647953277419
11 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 12.400493056 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Total Qty 88.74813452562 16.523630812887 4.935523095552 6.1123399673472 9.1685099510208 75.039160332466 0.93342105139989 8 10.5 10.77426 5037.274985664 7.08141437376 25.9666207575 25.9666207575 0.31343149625 0.22647953277419
Rate Per Unit 611.157 417.99 1128.47 1736.11 1721.11 250.166 58573.086 90.1 5296.852 229.106 4.80515 33 665.5902781 8.5 189.78354 159.31354
Total Amount 54239.043652274 6906.7124434788 5569.5897476376 10611.694540711 15780.014161801 18772.246583732 54673.351517856 720.8 55616.946 2468.44761156 24204.861897363 233.68667433408 17283.130331302 220.71627643875 59.484138905822 36.081256103803
Total Material Amount (in Rs.): 267396.8068335
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