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State: Odisha District: Malkangiri Block: Podia Gram Panchayat: Materu
Work Code: OD/364/3486/120030/431072/00039746 (Maintainance of Personpalli Haat)
Project Category: Other Infrastructure
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Podia Proposal Date: -
Date of Commencement: - Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Capital Assets
Project Sub-Category: Rural Haat Project Type: Repair and Maintenance
Name of Executant:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 26956
Fund Sanction Amount (in Rs.): 400000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM056 BRM104 BRM092 BRM005 BRM253 BRM140 BRM149 BRM341
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 39.378 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. 24.288 Cum 1 24.288 - - - - - - - - - - - - - - - - - - - - - -
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. 29.471 Cum - - 2.29 67.48859 0.48 14.14608 0.96 28.29216 - - - - - - - - - - - - - - - -
4 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. 21.779 Cum - - 3.23 70.34617 0.45 9.80055 - - 0.9 19.6011 - - - - - - - - - - - - - -
5 R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc 56.575 Sqm - - - - - - - - - - 0.00267 0.15105525 0.126 7.12845 - - - - - - - - - -
6 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. 0.95013 Cum - - 0.672 0.63848736 0.28 0.2660364 - - - - - - - - 350 332.5455 - - - - - - - -
7 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. 5.181 Sqm - - 0.0358 0.1854798 0.015 0.077715 - - - - - - - - - - - - - - - - - -
8 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. 4.131 Sqm - - 0.043 0.177633 0.018 0.074358 - - - - - - - - - - - - - - - - - -
9 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. 9.31 Sqm - - - - - - - - - - - - - - - - 0.084 0.78204 - - - - - -
10 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) 9.31 Sqm - - - - - - - - - - - - - - - - - - 0.125 1.16375 - - - -
11 Roofing (AR1132) :.Supplying, feeting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties - Supplying, fitting & fixing of G.C.I. Sheet (0.30mm thick) in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fitting, Labour and material etc. complete as per direction of Engineer-in-Charge 43.74 Sqm - - - - - - - - - - - - - - - - - - - - 1 43.74 - -
12 Iron Work(AR1703) :.Iron work wrought and put up in trusses and record racks - Iron work wrought and put up in trusses and record racks including all cost of labour, material, machinery and T & P required for the work etc. as per direction of Engineer-in-Charge. 2.25 Qntl - - - - - - - - - - - - - - - - - - - - - - 1 2.25
Total Qty 24.288 138.83636016 24.3647394 28.29216 19.6011 0.15105525 7.12845 332.5455 0.78204 1.16375 43.74 2.25
Rate Per Unit 413.05 568.032 417.99 1336.36 1737.73 58573.086 229.106 6.1539 159.33732 249.64732 318.299032 6208.372
Total Amount 10032.1584 78863.495334405 10184.217421806 37808.5109376 34061.419503 8847.7721490015 1633.1706657 2046.45175245 124.6081577328 290.52706865 13922.39965968 13968.837
Total Material Amount (in Rs.): 211783.56805003
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