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State: Odisha District: Bargarh Block: Sohella Gram Panchayat: Kalangapalli
Work Code: OD/347/3321/116564/380158/00040379 (IMPROVEMENT OF SIDHIRA UPPER PRIMARY SCHOOL)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Sohella Proposal Date: -
Date of Commencement: 30-03-2026 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Primary School Building
Project Sub-Category: Elementary School Project Type: Repair and Maintenance
Name of Executant: SUDHIR KUMAR NATH
Administrative Approval Details
Approval No.: OD/347/3321/116564/380158/00040379/AS
Technical Sanction Details
Technical Sanction No.: OD/347/3321/116564/380158/00040379/TS
Fund Sanction No.: 27871
Fund Sanction Amount (in Rs.): 250000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM341 BRM253 BRM137 BRM141 BRM140 BRM255 BRM001 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM129 BRMMR0027 BRM130
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 (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. 4.5375 Cum 1 4.5375 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2 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. 1.78125 Cum - - 2.29 4.0790625 0.48 0.855 0.96 1.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 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. 42.64 Sqm - - 0.043 1.83352 0.018 0.76752 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 43.96 Sqm - - 0.0358 1.573768 0.015 0.6594 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 Iron Work(AR1702) :.Iron work wrought and put up in window grating including drilling holes in choukathas - Iron work wrought and put up in window grating including drilling holes in choukathas including all cost of labour, material, machinery and T & P required for the work etc. as per direction of Engineer-in-Charge. 1.21 Qntl - - - - - - - - 1 1.21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 Painting(AR0901d) :.Priming one coat with inner surface primer of approved quality water-bound primer over plastering surfaces (Inner surface) - Priming one coat with inner 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. 16.79 Sqm - - - - - - - - - - 0.084 1.41036 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7 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. 8.19 Sqm - - - - - - - - - - - - 0.054 0.44226 0.125 1.02375 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint 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) 16.79 Sqm - - - - - - - - - - - - - - - - 0.125 2.09875 - - - - - - - - - - - - - - - - - - - - - - - - - -
9 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) 43.96 Sqm - - - - - - - - - - 0.090322580645161 3.9705806451613 - - - - - - 0.125 5.495 - - - - - - - - - - - - - - - - - - - - - - - -
10 Plastering (AR1026) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces (inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside 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. 7.35 Sqm - - 0.0271 0.199185 0.0075 0.055125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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 7.488 Cum - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 Masonry Brick Work (AR0603d) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with C.B. 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. 3.4428 Cum - - 0.672 2.3135616 0.28 0.963984 - - - - - - - - - - - - - - 350 1204.98 - - - - - - - - - - - - - - - - - - - - - -
13 Masonry Brick Work (AR0603di) :.C.B. Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:4) in superstructure - Brickwork with C.B. 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. 10.08125 Cum - - 1 10.08125 0.28 2.82275 - - - - - - - - - - - - - - 350 3528.4375 1 10.08125 - - - - - - - - - - - - - - - - - - - -
14 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.) 0.83256 Cum - - 3.4733 2.891730648 0.45 0.374652 - - - - - - - - - - - - - - - - - - 0.36 0.2997216 0.54 0.4495824 0.004005 0.0033344028 0.189 0.15735384 - - - - - - - - - - - -
15 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) 0.556875 Cum - - 3.4733 1.9341939375 0.45 0.25059375 - - - - - - - - - - - - - - - - - - 0.36 0.200475 0.54 0.3007125 0.01335 0.00743428125 0.63 0.35083125 - - - - - - - - - - - -
16 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) 0.7 Cum - - 3.4733 2.43131 0.45 0.315 - - - - - - - - - - - - - - - - - - 0.36 0.252 0.54 0.378 0.041529 0.0290703 - - 4.4196 3.09372 - - - - - - - - - -
17 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) 0.88875 Cum - - 3.4733 3.086895375 0.45 0.3999375 - - - - - - - - - - - - - - - - - - 0.36 0.31995 0.54 0.479925 0.0741335 0.065886148125 - - - - 3.7695 3.350143125 - - - - - - - -
18 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) 1.55925 Cum - - 3.4733 5.415743025 0.45 0.7016625 - - - - - - - - - - - - - - - - - - 0.36 0.56133 0.54 0.841995 0.0502172 0.0783011691 - - 6.2216 9.7010298 - - - - - - - - - -
19 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. 4.338 Qntl - - - - - - - - 1.05 4.5549 - - - - - - - - - - - - - - - - - - - - - - - - - - 0.8 3.4704 - - - - - -
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. 19.92 Sqm - - 0.1375 2.739 0.015 0.2988 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 19.92 - - - -
21 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 7.35 Sqm - - 0.1375 1.010625 0.015 0.11025 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 7.35 1 7.35
Total Qty 4.5375 39.5898450855 8.57467475 1.71 5.7649 5.3809406451613 0.44226 1.02375 2.09875 5.495 4733.4175 10.08125 1.6334766 2.4502149 0.184026301275 0.50818509 12.7947498 3.350143125 3.4704 19.92 7.35 7.35
Rate Per Unit 401.41 637.012 409.04 1289.29 6396.322 157.44732 143.00732 205.64732 254.76732 195.09732 5.171835 33 1750.76 1682.65 58573.086 229.106 250.166 240.106 90.1 416.4375001 8.5 461.3175001
Total Amount 1821.397875 25219.206397605 3507.38495974 2204.6859 36874.1566978 847.21468365972 63.2464173432 210.53144385 534.69291285 1072.0597734 24480.454296113 332.68125 2859.825492216 4122.854101485 10778.988370842 116.42825322954 3200.8113784668 804.38946517125 312.68304 8295.435001992 62.475 3390.683625735
Total Material Amount (in Rs.): 131112.2863365
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