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State: Odisha District: Jajpur Block: Rasulpur Gram Panchayat: Jabara
Work Code: OD/356/3402/118471/401507/00063435 (Provision of Facility Center at Jabara GP office)
Project Category: Building
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Rasulpur Proposal Date: -
Date of Commencement: 24-11-2025 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: SUCHISMITA BISWAL
Administrative Approval Details
Approval No.: OD/356/3402/118471/401507/00063435/AS
Technical Sanction Details
Technical Sanction No.: OD/356/3402/118471/401507/00063435/TS
Fund Sanction No.: 19201
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 BRM094 BRM084 BRM162 BRM341 BRM253 BRM255 BRM118 BRMMR0027 BRM117 CON026 BRM129 BRM123 BRM137 BRM141
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) Qty/unit (B) Total Qty (A*B) Qty/unit (B) Total Qty (A*B)
1 Earth Work (AR0122Ai) :.Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift - Earth work in all kinds of soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. 17.7687 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. 9.27465 Cum 1 9.27465 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 6.1831 Cum - - 2.29 14.159299 0.48 2.967888 0.96 5.935776 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 0.9775 Cum - - 0.672 0.65688 0.28 0.2737 - - 350 342.125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 25.0496 Cum - - 0.672 16.8333312 0.28 7.013888 - - 350 8767.36 1 25.0496 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 Masonry Brick Work (AR0602bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure having crushing strength not less than 75.00 Kg/cm2 immerging the with dimensional tolerance ±8 percent immersing 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. 1.6246 Cum - - 1 1.6246 0.28 0.454888 - - 350 568.61 1 1.6246 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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.) 2.7225 Cum - - 3.4733 9.45605925 0.45 1.225125 - - - - - - 0.36 0.9801 0.54 1.47015 0.004005 0.0109036125 0.189 0.5145525 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 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) 1.63125 Cum - - 3.4733 5.665820625 0.45 0.7340625 - - - - - - 0.36 0.58725 0.54 0.880875 0.01335 0.0217771875 0.63 1.0276875 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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) 1.766625 Cum - - 3.4733 6.1360186125 0.45 0.79498125 - - - - - - 0.36 0.635985 0.54 0.9539775 0.0741335 0.1309660944375 - - 3.7695 6.6592929375 - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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) 3.834875 Cum - - 3.4733 13.3196713375 0.45 1.72569375 - - - - - - 0.36 1.380555 0.54 2.0708325 0.041529 0.159258523875 - - - - 4.4196 16.94861355 - - - - - - - - - - - - - - - - - - - - - - - -
11 R.C.C. Work (AR0404Af) :.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 Sun sheds & Chajja) 4.98 Sqm - - 0.21708125 1.081064625 0.028125 0.1400625 - - - - - - 0.0225 0.11205 0.03375 0.168075 0.00552344 0.0275067312 - - - - 0.68432 3.4079136 - - - - - - - - - - - - - - - - - - - - - - - -
12 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) 7.599384 Cum - - 3.4733 26.3949404472 0.45 3.4197228 - - - - - - 0.36 2.73577824 0.54 4.10366736 0.0502172 0.3816197862048 - - - - 6.2216 47.2803274944 - - - - - - - - - - - - - - - - - - - - - - - -
13 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. 20.61 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 16.488 1.05 21.6405 - - - - - - - - - - - - - - - - - - - -
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. 98.3632 Sqm - - 0.0358 3.52140256 0.015 1.475448 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15 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. 150.6932 Sqm - - 0.043 6.4798076 0.018 2.7124776 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 Painting(AR0901di) :.Priming one coat with outer surface primer of approved quality water-bound primer over plastering surfaces(outer surface ) - Priming one coat with outer 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. 248.695 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 22.462774193548 - - - - - - - - - - - - - - - - - -
17 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) 295.78 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.090322580645161 26.715612903226 0.125 36.9725 - - - - - - - - - - - - - - - -
18 Flooring (AR0816a) :.Fixing Marble Tiles in floor, treads or steps and landing of minimum 16 mm thick, dunguri Variety Up to 0.10 Sqm Above 0.10 Sqm. to 0.40 Sqm on a 25mm thick bed of cement mortar 1:1 - Fixing Marble Tiles in floor, treads or steps and landing of minimum 16 mm thick, dunguri Variety Up to 0.10 Sqm Above 0.10 Sqm. to 0.40 Sqm 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 marble tiles including rubbing and polishing, cost of precast tiles complete as per direction of Enginer-in-charge. 32.4304 Sqm - - 0.2737 8.87620048 0.013 0.4215952 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 32.4304 1 32.4304 - - - - - - - - - - - -
19 Flooring (AR0817af) :.Fixing Marble Tiles of minimum 16 mm thick, dunguri Variety Up to 0.10 Sqm in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Marble Tiles of minimum 16 mm thick, dunguri Variety Up to 0.10 Sqm 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 Marble tiles including rubbing and polishing complete including cost of precast tiles. 4.9785 Sqm - - 0.1375 0.68454375 0.015 0.0746775 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4.9785 1 4.9785 0.1375 0.68454375 - - - - - - - -
20 Flooring (AR0817b) :.Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) - Fixing ceramic tiles (20cmx30cm / 20cmx20cm special plain/printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753) in wall cladding 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. 46.7376 Sqm - - 0.1375 6.42642 0.015 0.701064 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 46.7376 - - - - - -
21 Flooring (AR0817aq) :.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) - 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(For repair and maintenance) . 11.1216 Sqm - - 0.1375 1.52922 0.015 0.166824 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 11.1216 - - 0.1375 1.52922 - - 1 11.1216 - - - -
22 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. 17.65245 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 0.9532323 0.125 2.20655625
Total Qty 9.27465 122.8452794872 24.3020981 5.935776 9678.095 26.6742 6.43171824 9.64757736 0.7320319357173 1.54224 6.6592929375 67.6368546444 16.488 21.6405 49.178387096774 36.9725 32.4304 48.5305 4.9785 2.21376375 46.7376 11.1216 0.9532323 2.20655625
Rate Per Unit 413.05 568.667 417.99 1776.47 6.04185 33 2250.97 2218.16 58573.086 229.106 240.106 250.166 90.1 6217.337 155.84787 193.24787 680.5011111 8.5 560.2011111 0 414.8011111 1185.2011111 140.74787 200.44787
Total Amount 3830.8941825 69858.056550148 10158.033984819 10544.72799072 58473.59827575 880.2486 14477.604806693 21399.870196858 42877.369525516 353.33643744 1598.9361900514 16920.441378971 1485.5688 134546.2813485 7664.3468790677 7144.856873575 22068.923233417 412.50925 2788.9612316114 0 19386.808410147 13181.33267721 134.1654158402 442.29950034769
Total Material Amount (in Rs.): 460629.17173918
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