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State: Odisha District: Nayagarh Block: Bhapur Gram Panchayat: Baigunia
Work Code: OD/367/3523/120590/406192/00059608 (Devlopment of Balinkeswar deba UP School at Boragaon)
Project Category: Building
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Bhapur 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: Upgradation or Improvement
Name of Executant: Santosh Kumar Mallick
Administrative Approval Details
Approval No.: OD/367/3523/120590/406192/00059608/AS
Technical Sanction Details
Technical Sanction No.: OD/367/3523/120590/406192/00059608/TS
Fund Sanction No.: 1198
Fund Sanction Amount (in Rs.): 200000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM162 BRM341 BRM056 BRM060 BRM052 BRM104 BRM092 BRM084 BRM005 BRMMR0025 BRM255 BRM252
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 12.09375 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. 1.6125 Cum 1 1.6125 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 2.41875 Cum - - 2.29 5.5389375 0.48 1.161 0.96 2.322 - - - - - - - - - - - - - - - - - - - - - - - -
4 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. 122.04 Sqm - - 0.043 5.24772 0.018 2.19672 - - - - - - - - - - - - - - - - - - - - - - - - - -
5 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. 0.8 Qntl - - - - - - - - 0.8 0.64 1.05 0.84 - - - - - - - - - - - - - - - - - - - -
6 Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) 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 as per specificaion and direction of Engineer-in charge. 0.79175 Cum - - 3.23 2.5573525 0.45 0.3562875 - - - - - - 0.9 0.712575 - - - - - - - - - - - - - - - - - -
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) 0.465 Cum - - 3.4733 1.6150845 0.45 0.20925 - - - - - - - - 0.36 0.1674 0.54 0.2511 0.01335 0.00620775 0.63 0.29295 - - - - - - - - - -
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) 0.3375 Cum - - 3.4733 1.17223875 0.45 0.151875 - - - - - - - - 0.36 0.1215 0.54 0.18225 0.041529 0.0140160375 - - 4.4196 1.491615 - - - - - - - -
9 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. 5.375 Cum - - 0.672 3.612 0.28 1.505 - - - - - - - - - - - - - - - - - - 350 1881.25 - - - - - -
10 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. 15.255 Cum - - 0.672 10.25136 0.28 4.2714 - - - - - - - - - - - - - - - - - - 350 5339.25 1 15.255 - - - -
11 Plastering (AR1004i) :.12mm thick cement plaster (1:6) over Brick work in outside. - 12mm thick cement plster (1:6) over Brick work in outside 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. 15.05 Sqm - - 0.0358 0.53879 0.015 0.22575 - - - - - - - - - - - - - - - - - - - - - - - - - -
12 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) 137.088 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 17.136 0.084 11.515392
Total Qty 1.6125 30.53348325 10.0772825 2.322 0.64 0.84 0.712575 0.2889 0.43335 0.0202237875 0.29295 1.491615 7220.5 15.255 17.136 11.515392
Rate Per Unit 462.78 553.802 469.21 1360.21 90.1 6392.052 1802.83 1824.88 1766.5 58573.086 229.106 250.166 6.30115 33 195.03787 125.74787
Total Amount 746.23275 16909.504090816 4728.361721825 3158.40762 57.664 5369.32368 1284.65158725 527.207832 765.512775 1184.5696444832 67.1166027 373.15135809 45497.453575 503.415 3342.16894032 1448.036016215
Total Material Amount (in Rs.): 85962.7771937
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