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State: Odisha District: Balasore Block: Nilgiri Gram Panchayat: Matiali
Work Code: OD/346/3305/116246/393255/00117426 (GP FACILITY CENTER OF MATIALI )
Project Category: Building
Financial Year: 2020-21 Execution Level: ps
Executing Agency: Panchayat Samiti, Nilgiri Proposal Date: -
Date of Commencement: 01-04-2026 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: SANJEEB KUMAR PANDA
Administrative Approval Details
Approval No.: OD/346/3305/116246/393255/00117426/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3305/116246/393255/00117426/TS
Fund Sanction No.: 9119
Fund Sanction Amount (in Rs.): 1000000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM094 BRM162 BRM341 BRM084 BRMMR0025 BRMMR0027 BRM130 BRM137 BRM141 BRM138 BRM140 BRM252 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) 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 23.27216208 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. 25.8116268624 Cum 1 25.8116268624 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.7326321104 Cum - - 2.29 19.997727532816 0.48 4.191663412992 0.96 8.383326825984 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 1.7535957112 Cum - - 0.672 1.1784163179264 0.28 0.491006799136 - - 350 613.75849892 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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) 24.304378702893 Cum - - 3.4733 84.416398548758 0.45 10.936970416302 - - - - 0.36 8.7495763330415 0.54 13.124364499562 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 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 29.871566105 Sqm - - - - - - - - - - - - - - 0.00267 0.07975708150035 0.126 3.76381732923 - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0410f) :.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 in ground floor R.C.C. walls and fins including attached pilasters 50.4132183708 Sqm - - - - - - - - - - - - - - 0.0051171548117155 0.2579722429602 - - 0.42175732217573 21.262143982329 - - - - - - - - - - - - - - - - - - - - - - - -
8 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. 30 Qntl - - - - - - - - - - - - - - - - - - - - 0.8 24 1.05 31.5 - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0410e) :.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. Lintels Data for 7.8 sqm 13.7938286668 Sqm - - - - - - - - - - - - - - 0.0052948717948718 0.073036554351133 - - 0.26923076923077 3.7137231026 - - - - - - - - - - - - - - - - - - - - - - - -
10 R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height 58.42019349 Sqm - - - - - - - - - - - - - - 0.0050222222222222 0.293399193972 - - - - - - - - 0.62222222222222 36.350342616 - - - - - - - - - - - - - - - - - -
11 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. 16.84432493536 Cum - - 0.672 11.319386356562 0.28 4.7164109819008 - - 350 5895.513727376 - - - - - - - - - - - - - - - - 1 16.84432493536 - - - - - - - - - - - - - - - -
12 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone 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. 58.42019349 Sqm - - 0.0744 4.346462395656 0.021 1.22682406329 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 107.883144235 Sqm - - 0.0358 3.862216563613 0.015 1.618247163525 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14 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. 71.0243435 Sqm - - 0.043 3.0540467705 0.018 1.278438183 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 54.3970848168 Sqm - - 0.0372 2.023571555185 0.0075 0.407978136126 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 Flooring (AR0816) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) in floor , treads or steps and landing on a 25mm thick bed of cement mortar 1:1 (1cement: 1sand) jointed with neat cement slurry mixed with pigment to match the shades of the ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 47.7211216883 Sqm - - 0.2737 13.061271006088 0.013 0.6203745819479 - - - - - - - - - - - - - - - - - - - - - - 1 47.7211216883 1 47.7211216883 - - - - - - - - - - - -
17 Flooring (AR0817a) :.Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) - Fixing ceramic Tiles (30cmx30cm / 40cmx40cm special plain/printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755) 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 ceramic tiles including rubbing and polishing, cost of precast tiles complete as per direction of Engineer-in-charge 4.629821005 Sqm - - 0.1375 0.6366003881875 0.015 0.069447315075 - - - - - - - - - - - - - - - - - - - - - - 1 4.629821005 1 4.629821005 - - - - - - - - - - - -
18 Painting(AR0903b) :.Painting two coats of enamel paint with a coat of red oxide primer over iron surface - Painting two coats of enamel paint with a coat of red oxide primer over iron surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge. 27.685094 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.494995076 0.125 3.46063675 - - - - - - - -
19 Painting(AR0902a) :.Painting one coat of enamel paint with a coat of wood primer on new wood work in inner surface (inside) - Painting one coat of enamel paint with a coat of wood primer on new wood work in inner surface including all costs of labour, Paint, Primer, brushes and putty required for the work etc. complete and as per direction of Engineer-in-charge.(inside). 230.0232385918 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 17.251742894385 0.075 17.251742894385 - - - - - -
20 Painting(AR0920a) :.Finishing wall surface with two coats with plastic emulsion paint of approved shades above one coat oil bound Primer on new work (Inside) - Finishing wall surface with two coats with plastic emulsion paint of approved shades above one coat oil bound Primer on new work to give an even shade including all costs of labor, Paint, Primer, Brushes and putty required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 125.4214283168 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 15.6776785396 0.084 10.535399978611 - -
21 Painting(AR0918g) :.Finishing wall with two coats weather coat paint of approved shade including one coat of oil bound primer in the outer surface of old work .(Outside) - Finishing wall with two coats weather coat paint of approved shade including one coat of oil bound primer in the outer surface of old work to give an even shade including all costs of labour, Paint, Brushes, and putty required for the work, etc. complete and as per direction of Engineer-in-charge. (Outside) 107.883144235 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 9.06218411574 0.125 13.485393029375
Total Qty 25.8116268624 143.89609743529 25.557361053295 8.383326825984 6509.272226296 8.7495763330415 13.124364499562 0.70416507278369 3.76381732923 24.975867084929 24 31.5 36.350342616 16.84432493536 52.3509426933 52.3509426933 1.494995076 20.712379644385 17.251742894385 15.6776785396 19.597584094351 13.485393029375
Rate Per Unit 387.01 594.247 391.95 1949.16 6.89015 2372.58 2336.2 58573.086 229.106 240.106 90 6402.787 250.166 33 8.5 472.7722231 143.18567 205.82567 155.56567 249.82567 125.98567 195.27567
Total Amount 9989.3577120174 85509.82421263 10017.207664839 16340.445316135 44849.862030013 20759.069816248 30661.140343877 41245.121366355 862.31313303057 5996.855542294 2160 201687.7905 9093.6198108743 555.86272286688 444.98301289305 24750.071558492 214.06187160376 4263.1394175999 2683.7789420327 3916.6865452002 2469.0147625082 2633.3691590245
Total Material Amount (in Rs.): 521103.57544053
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