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State: Odisha District: Nayagarh Block: Nayagarh Gram Panchayat: Nabaghanapur
Work Code: OD/367/3527/120674/406250/00014379 (Construction of Lekhanpur VSS Lekhanpur)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Nayagarh Proposal Date: -
Date of Commencement: 03-10-2025 Date of Completion: -
Scheme Name: Construction of Vana Suraksha Samiti Building Scheme Component Name: Construction of Buildings for Vana Suraksha Samiti
Project Sub-Category: Vana Suraksha Samiti Building Project Type: New Work
Name of Executant: Manoja Kumar Sethi
Administrative Approval Details
Approval No.: OD/367/3527/120674/406250/00014379/AS
Technical Sanction Details
Technical Sanction No.: OD/367/3527/120674/406250/00014379/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM005 BRMMR0025 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRM057 BRM253 BRM255 BRM142 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)
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 24.50089599232 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. 20.107227210893 Cum 1 20.107227210893 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 Concrete (AR0303a) :.Cement concrete (1:3:6) with 4 cm. hard granite(Hand Broken) metal - Cement concrete (1:3:6) with 4 cm. hard granite(Hand 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. 6.5432124737664 Cum - - 2.29 14.983956564925 0.48 3.1407419874079 0.96 6.2814839748157 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 8.82480612608 Cum - - 0.672 5.9302697167258 0.28 2.4709457153024 - - 350 3088.682144128 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 22.34799517344 Cum - - 0.672 15.017852756552 0.28 6.2574386485632 - - 350 7821.798310704 1 22.34799517344 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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.) 4.141332 Cum - - 3.4733 14.3840884356 0.45 1.8635994 - - - - - - 0.36 1.49087952 0.54 2.23631928 0.004005 0.01658603466 0.189 0.782711748 - - - - - - - - - - - - - - - - - - - -
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) 1.9181669213216 Cum - - 3.4733 6.6623691678263 0.45 0.86317511459472 - - - - - - 0.36 0.69054009167578 0.54 1.0358101375137 0.01335 0.025607528399643 0.63 1.2084451604326 - - - - - - - - - - - - - - - - - - - -
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) 3.7143864674048 Cum - - 3.4733 12.901178517237 0.45 1.6714739103322 - - - - - - 0.36 1.3371791282657 0.54 2.0057686923986 0.041529 0.15425475560485 - - 4.4196 16.416102431342 - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0404Bd) :.Reinforced cement concrete work of M-20 grade with 20mm & downgrade size black hard crusher broken granite chips(RCC Lintels)(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 Lintels)(Nominal mix as per IS-456, Table-9). 1.15552224176 Cum - - 3.4733 4.013475402305 0.45 0.519985008792 - - - - - - 0.36 0.4159880070336 0.54 0.6239820105504 0.0741335 0.085662908109515 - - - - 3.7695 4.3557410903143 - - - - - - - - - - - - - - - -
10 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) 9.59502184 Sqm - - 0.21708125 2.0828993348045 0.028125 0.26985998925 - - - - - - 0.0225 0.2158879914 0.03375 0.3238319871 0.00552344 0.05299752743193 - - 0.68432 6.5660653455488 - - - - - - - - - - - - - - - - - -
11 R.C.C. Work (AR0404Ae) :.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 Stairs excluding landing but including railing) 1.241373116 Cum - - 3.4733 4.3116612438028 0.45 0.5586179022 - - - - - - 0.36 0.44689432176 0.54 0.67034148264 0.04806 0.05966039195496 - - - - 1.17 1.45240654572 - - - - - - - - - - - - - - - -
12 R.C.C. Work (AR0404Bg) :.First Floor - 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). 5.44538576864 Cum - - 3.4733 18.913458390217 0.45 2.450423595888 - - - - - - 0.36 1.9603388767104 0.54 2.9405083150656 0.06026064 0.32814243146514 - - 7.46592 40.654814517805 - - - - - - - - - - - - - - - - - -
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. 18 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 0.8 14.4 1.05 18.9 - - - - - - - - - - - -
14 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. 43.57429409 Sqm - - 0.0744 3.241927480296 0.021 0.91506017589 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 31.7631269268 Sqm - - 0.0372 1.181588321677 0.0075 0.238223451951 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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. 133.5573528 Sqm - - 0.043 5.7429661704 0.018 2.4040323504 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 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. 119.8741901868 Sqm - - 0.0358 4.2914960086874 0.015 1.798112852802 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. 29.3476489268 Sqm - - 0.0858 2.5180282779194 0.012 0.3521717871216 - - - - - - - - - - - - - - - - - - - - - - 0.023 0.6749959253164 - - - - - - - - - -
19 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. 285.1943 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 23.9563212 - - - - - - - -
20 Painting(AR0918f) :.Finishing wall with two coat weather coat paint of approved shade in the outer surface of old work(Outside) - Finishing wall with two coat weather coat paint of approved shade 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) 149.4424279968 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 18.6803034996 - - - - - -
21 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) 15.35779493 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.25 3.8394487325 - - - -
22 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. 4.8 Qntl - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4.8 - - - - - - - - - - - -
23 Painting(AR0901b) :.Priming one coat in inner surface with primer of approved quality over iron work. - Priming one coat in inner surface with primer of approved quality over iron work including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 25.548325 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.054 1.37960955 - -
24 Painting(AR0903i) :.Painting two coats of enamel paint in outer surface paint (outer surface) - Painting two coats of enamel paint in outer surface paint including all costs of labour, Paint and brushes required for the work etc. complete and as per direction of Engineer-in-charge.(Outside) 25.548325 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 3.193540625
Total Qty 20.107227210893 116.17721578898 25.773861890495 6.2814839748157 10910.480454832 22.34799517344 6.5577079368455 9.8365619052683 0.72291157762604 1.9911569084326 63.636982294696 5.8081476360343 14.4 23.7 0.6749959253164 23.9563212 18.6803034996 3.8394487325 1.37960955 3.193540625
Rate Per Unit 410.7 587.627 417.13 1038.44 6.00665 33 1694.68 1636.3 58573.086 229.106 250.166 240.106 90.1 6666.717 1361.2 159.27787 195.03787 70.34787 142.94787 199.22787
Total Amount 8258.0382155138 68268.868782428 10751.051010382 6522.9442188077 65535.437424017 737.48384072352 11113.216486413 16095.56624559 42343.162006686 456.18599466336 15919.809312735 1394.5710962977 1297.44 158001.1929 918.80445354068 3815.7118137718 3643.3666055155 270.09704030557 197.21224660416 636.24229647722
Total Material Amount (in Rs.): 416176.40199047
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