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State: Odisha District: Mayurbhanj Block: Kuliana Gram Panchayat: Gangraj
Work Code: OD/365/3500/120248/389427/00049788 (Construction of New Toilet at Dahigan)
Project Category: Building
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Kuliana Proposal Date: 05-07-2024
Date of Commencement: 06-09-2025 Date of Completion: 23-09-2025
Scheme Name: SFC Devolution of Fund Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI
Project Sub-Category: Elementary School Project Type: New Work
Name of Executant: SRIMANTA SETHI
Administrative Approval Details
Approval No.: OD/365/3500/120248/389427/00049788/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3500/120248/389427/00049788/TS
Fund Sanction No.: 4870
Fund Sanction Amount (in Rs.): 150000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM044 BRM340 BRM028 BRM005 BRM060 BRM052 BRM104 BRM092 BRM084 BRM162 BRM341 BRMMR0027 BRM130 BRM129 BRM255 BRM253 BRM142 BRM141 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) 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 17.772299999055 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. 2.30886 Cum 1 2.30886 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 Concrete (AR0304) :.Cement concrete (1:4:8) with 4 cm. hard granite(Crusher Broken) metal - Cement concrete (1:4:8) 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. 1.77182 Cum - - 0.96 1.7009472 1.72 3.0475304 0.48 0.8504736 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 4.12425 Cum - - - - 0.672 2.771496 0.28 1.15479 350 1443.4875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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.) 1.5195 Cum - - - - 3.4733 5.27767935 0.45 0.683775 - - 0.36 0.54702 0.54 0.82053 0.004005 0.0060855975 0.189 0.2871855 - - - - - - - - - - - - - - - - - - - - - -
6 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) 0.323 Cum - - - - 3.4733 1.1218759 0.45 0.14535 - - 0.36 0.11628 0.54 0.17442 0.01335 0.00431205 0.63 0.20349 - - - - - - - - - - - - - - - - - - - - - -
7 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). 0.93872 Cum - - - - 3.4733 3.260456176 0.45 0.422424 - - 0.36 0.3379392 0.54 0.5069088 0.0502172 0.047139889984 - - 6.2216 5.840340352 - - - - - - - - - - - - - - - - - - - -
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. 2.502 Qntl - - - - - - - - - - - - - - - - - - - - 0.8 2.0016 1.05 2.6271 - - - - - - - - - - - - - - - -
9 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. 6.012 Sqm - - - - 0.0358 0.2152296 0.015 0.09018 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10 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. 29.199 Sqm - - - - 0.043 1.255557 0.018 0.525582 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 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. 5.3712 Sqm - - - - 0.0372 0.19980864 0.0075 0.040284 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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. 0.567 Qntl - - - - - - - - - - - - - - - - - - - - - - 1 0.567 - - - - - - - - - - - - - - - -
13 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. 2.9702 Sqm - - - - 0.2737 0.81294374 0.013 0.0386126 - - - - - - - - - - - - - - - - 1 2.9702 1 2.9702 - - - - - - - - - - - -
14 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. 4.284 Sqm - - - - 0.1375 0.58905 0.015 0.06426 - - - - - - - - - - - - - - - - - - - - 1 4.284 - - - - - - - - - -
15 Painting(AR0917hk) :.Finishing wall with one coat weather coat paint of approved shade including one coat of water bound primer in the outer surface of old work (Outside)(For repair and maintenance). - Finishing wall with one coat weather coat paint of approved shade including one coat of water 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)(For repair and maintenance). 18.933 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 1.419975 0.090322580645161 1.7100774193548 - - - - - -
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) 15.6422 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 3.91055 - - - -
17 Painting(AR0903a) :.Painting two coats of enamel paint with a coat of wood primer in inner surface paint (Inside) - Painting two coats of enamel paint with a coat of wood primer in inner surface paint 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) 4.2525 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 0.5315625 0.075 0.3189375
Total Qty 2.30886 1.7009472 18.551626806 4.0157312 1443.4875 1.0012392 1.5018588 0.057537537484 0.4906755 5.840340352 2.0016 3.1941 2.9702 2.9702 4.284 1.419975 1.7100774193548 3.91055 0.5315625 0.3189375
Rate Per Unit 531.74 1622.8 662.622 538.16 6.30585 2007.55 2009.84 58573.086 229.106 250.166 90 6849.802 8.5 464.5902781 419.7102781 195.21622 159.45622 70.52622 205.76622 155.50622
Total Amount 1227.7132164 2760.29711616 12292.716057445 2161.105902592 9102.415651875 2010.03775596 3018.495890592 3370.1511312786 112.416701103 1461.0545844984 180.144 21878.9525682 25.2467 1379.9260440126 1798.0388313804 277.2021519945 272.68248119768 275.796309621 109.37760631875 49.59676504125
Total Material Amount (in Rs.): 63763.367465671
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