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State: Odisha District: Kendujhar Block: Joda Gram Panchayat: Chamakapur
Work Code: OD/361/3451/119442/385424/00047801 (PROVISION OF FACILITY CENTRE AT CHAMAKPUR GP HEAD QUARTER)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Joda Proposal Date: -
Date of Commencement: 07-02-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Provision of Facilities at GP Head Quarter
Project Sub-Category: GP Facility Centre Project Type: New Work
Name of Executant: DURGA MAHALI
Administrative Approval Details
Approval No.: OD/361/3451/119442/385424/00047801/AS
Technical Sanction Details
Technical Sanction No.: OD/361/3451/119442/385424/00047801/TS
Fund Sanction No.: 27859
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM131 BRMMR0027 BRM138
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 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 32.176407 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. 36.34371 Cum 1 36.34371 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 11.55518 Cum - - 2.29 26.4613622 0.48 5.5464864 0.96 11.0929728 - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 13.38256 Cum - - 0.672 8.99308032 0.28 3.7471168 - - 350 4683.896 - - - - - - - - - - - - - - - - - - - - - - - -
5 Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash 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. 21.48655 Cum - - 0.672 14.4389616 0.28 6.016234 - - 350 7520.2925 1 21.48655 - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0404Aa) :.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 foundation, footing bases of column, mass concreate, pre-cast slabs etc.) 3.002744 Cum - - 3.4733 10.4294307352 0.45 1.3512348 - - - - - - 0.36 1.08098784 0.54 1.62148176 0.004005 0.01202598972 0.189 0.567518616 - - - - - - - - - - - - - -
7 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) 3.16425 Cum - - 3.4733 10.990389525 0.45 1.4239125 - - - - - - 0.36 1.13913 0.54 1.708695 0.01335 0.0422427375 0.63 1.9934775 - - - - - - - - - - - - - -
8 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) 4.55635 Cum - - 3.4733 15.825570455 0.45 2.0503575 - - - - - - 0.36 1.640286 0.54 2.460429 0.041529 0.18922065915 - - 4.4196 20.13724446 - - - - - - - - - - - -
9 R.C.C. Work (AR0404Ad) :.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 Lintels) 1.30125 Cum - - 3.4733 4.519631625 0.45 0.5855625 - - - - - - 0.36 0.46845 0.54 0.702675 0.0741335 0.096466216875 - - - - 3.7695 4.905061875 - - - - - - - - - -
10 R.C.C. Work (AR0404Bf) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips - Reinforced cement concrete 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Sun sheds & Chajja)(Nominal mix as per IS-456, Table-9). 5.955 Sqm - - 0.21708125 1.29271884375 0.028125 0.167484375 - - - - - - 0.0225 0.1339875 0.03375 0.20098125 0.00552344 0.0328920852 - - 0.68432 4.0751256 - - - - - - - - - - - -
11 R.C.C. Work (AR0404Bg) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Roof slab, lending, balcony, sun shed)(Nominal mix as per IS-456, Table-9). - Reinforced cement concrete 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. (including centring and shuttering) complete and as per direction of Engineer-in charge (RCC Roof slab, lending, balcony, sun shed)(Nominal mix as per IS-456, Table-9). 8.3793 Cum - - 3.4733 29.10382269 0.45 3.770685 - - - - - - 0.36 3.016548 0.54 4.524822 0.0502172 0.42078498396 - - 6.2216 52.13265288 - - - - - - - - - - - -
12 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. 16 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 12.8 1.05 16.8 - - - - - -
13 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. 91.2934 Sqm - - 0.043 3.9256162 0.018 1.6432812 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 126.4314 Sqm - - 0.0358 4.52624412 0.015 1.896471 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. 73.9108 Sqm - - 0.0372 2.74948176 0.0075 0.554331 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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. 66.73 Sqm - - 0.1375 9.175375 0.015 1.00095 - - - - - - - - - - - - - - - - - - - - - - 1 66.73 1 66.73 - -
17 Iron Work(AR1704) :.Iron Doors and windows fixing - Supplying, fitting & fixing of Mild steel and put up for frames & shutters of Doors and windows fixing in position with cost, conveyance, taxes of all materials, labours and T & P required for the work etc. as per direction of Engineer-in-charge. 2.02 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2.02 - - - - - -
18 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. 119.93 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 8.99475
Total Qty 36.34371 142.43168507395 29.754107075 11.0929728 12204.1885 21.48655 7.47938934 11.21908401 0.793632672405 2.560996116 76.34502294 4.905061875 12.8 18.82 66.73 66.73 8.99475
Rate Per Unit 1652.91 602.727 1662.91 2271.16 6.59565 33 2694.58 2610.91 58763.326 419.346 440.406 430.346 90.1 6890.147 667.2266671 8.5 155.56567
Total Amount 60072.8816961 85847.422249567 49478.402196088 25193.916104448 80494.555880025 709.05615 20153.812927777 29292.018632549 46636.495452786 1073.9434772601 33622.806172914 2110.8737576587 1153.28 129672.56654 44524.035495583 567.205 1399.2743102325
Total Material Amount (in Rs.): 612002.54604299
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