State: Odisha District: Sundargarh Block: Gurundia Gram Panchayat: Banki
Work Code: OD/373/3577/121578/384651/00039199 (Construction of market complex at Gopalpur)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Gurundia Proposal Date: -
Date of Commencement: 27-11-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Creation of Capital Asset for Revenue Generation
Project Sub-Category: Market Complex Project Type: New Work
Name of Executant: Jayanta Kumar Parida
Administrative Approval Details
Approval No.: OD/373/3577/121578/384651/00039199/AS
Technical Sanction Details
Technical Sanction No.: OD/373/3577/121578/384651/00039199/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM006 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM056 BRMM105 BRM142 BRM255
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 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 33.354 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. 17.7198 Cum 1 17.7198 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.4606 Cum - - 2.29 19.374774 0.48 4.061088 0.96 8.122176 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash 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. 14.81835 Cum - - 0.672 9.9579312 0.28 4.149138 - - 400 5927.34 - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 21.6246 Cum - - 0.672 14.5317312 0.28 6.054888 - - 400 8649.84 1 21.6246 - - - - - - - - - - - - - - - - - - - - - - - -
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.) 7.68396 Cum - - 3.4733 26.688698268 0.45 3.457782 - - - - - - 0.36 2.7662256 0.54 4.1493384 0.004005 0.0307742598 0.189 1.45226844 - - - - - - - - - - - - - - - -
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) 3.48864 Cum - - 3.4733 12.117093312 0.45 1.569888 - - - - - - 0.36 1.2559104 0.54 1.8838656 0.01335 0.046573344 0.63 2.1978432 - - - - - - - - - - - - - - - -
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) 5.50482 Cum - - 3.4733 19.119891306 0.45 2.477169 - - - - - - 0.36 1.9817352 0.54 2.9726028 0.041529 0.22860966978 - - 4.4196 24.329102472 - - - - - - - - - - - - - -
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) 2.10726 Cum - - 3.4733 7.319146158 0.45 0.948267 - - - - - - 0.36 0.7586136 0.54 1.1379204 0.0741335 0.15621855921 - - - - 3.7695 7.94331657 - - - - - - - - - - - -
10 R.C.C. Work (AR0404Ag) :.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 Roof slab, landing, balcony, sun shade) 9.42035 Cum - - 3.4733 32.719701655 0.45 4.2391575 - - - - - - 0.36 3.391326 0.54 5.086989 0.0502172 0.47306360002 - - 6.2216 58.60964956 - - - - - - - - - - - - - -
11 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. 24 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 19.2 1.05 25.2 - - - - - - - -
12 Flooring (AR0802i) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG crusher broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 72.72 Sqm - - 0.0858 6.239376 0.012 0.87264 - - - - - - - - - - - - - - - - - - - - - - 0.023 1.67256 - - - - - -
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. 226.044 Sqm - - 0.043 9.719892 0.018 4.068792 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 93.852 Sqm - - 0.0358 3.3599016 0.015 1.40778 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 miscellaneous(ARM105) :.Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. - Labour for fitting and fixing of M.S. window grills including cost of screws complete. (Iron works) and as directed by Engineer-in-Charge. 21 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 21 - - - -
16 Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 226.044 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 56.511 - -
17 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. 93.924 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 7.0443
Total Qty 17.7198 161.148136699 33.3065895 8.122176 14577.18 21.6246 10.1538108 15.2307162 0.93523943281 3.65011164 82.938752032 7.94331657 19.2 25.2 1.67256 21 56.511 7.0443
Rate Per Unit 413.05 561.242 678.39 1949.16 5.83526 33 2343.91 2336.2 58763.326 419.346 440.406 430.346 90.1 6224.802 2350.53 16.22 70.58567 195.27567
Total Amount 7319.16339 90443.10253722 22594.857250905 15831.42057216 85061.6353668 713.6118 23799.618672228 35581.99918644 54957.779678269 1530.6597157874 36526.724027405 3418.3745126332 1729.92 156865.0104 3931.4024568 340.62 3988.86679737 1375.580402181
Total Material Amount (in Rs.): 546010.3467662