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State: Odisha District: Nayagarh Block: Nayagarh Gram Panchayat: Laxmiprasad
Work Code: OD/367/3527/120672/406232/00013743 (MAINT. OF RAUTARAPUR TANK)
Project Category: Water Body
Financial Year: 2023-24 Execution Level: ps
Executing Agency: Panchayat Samiti, Nayagarh Proposal Date: 17-11-2023
Date of Commencement: - Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance of Capital Assets
Project Sub-Category: Tank Project Type: New Work
Name of Executant:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 12762
Fund Sanction Amount (in Rs.): 200000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM056 BRM104 BRM092 BRMMR0025 BRM005 BRM255 BRM253 BRMM402 BRMM401
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 11.385 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. 10.029 Cum 1 10.029 - - - - - - - - - - - - - - - - - - - - - - - -
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. 12.225 Cum - - 2.29 27.99525 0.48 5.868 0.96 11.736 - - - - - - - - - - - - - - - - - -
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. 7.32 Cum - - 3.23 23.6436 0.45 3.294 - - 0.9 6.588 - - - - - - - - - - - - - - - -
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 6.02 Sqm - - - - - - - - - - 0.00267 0.0160734 0.126 0.75852 - - - - - - - - - - - -
6 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. 5.475 Cum - - 0.672 3.6792 0.28 1.533 - - - - - - - - 1 5.475 350 1916.25 - - - - - - - -
7 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. 43.8 Sqm - - 0.043 1.8834 0.018 0.7884 - - - - - - - - - - - - - - - - - - - -
8 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) 43.8 Sqm - - - - - - - - - - - - - - - - - - 0.125 5.475 0.090322580645161 3.9561290322581 - - - -
9 Earth Work (AR0122Bii) :.Earthwork in hard soil or gravelly soil within 5 Km. mechanical carriages and spreading in filling area/road berm within initial lead and lift - Earthwork in hard soil or gravelly soil within 5 Km.mechanical carriages and spreading in filling area/road berm within initial lead and lift including dressing and leveling the bed, etc. as per direction of Engineer-in-Charge. 84 Cum - - - - - - - - - - - - - - - - - - - - - - -0.6666 -55.9944 1 84
Total Qty 10.029 57.20145 11.4834 11.736 6.588 0.0160734 0.75852 5.475 1916.25 5.475 3.9561290322581 -55.9944 84
Rate Per Unit 410.7 547.857 417.13 1230.01 1672.63 58573.086 229.106 33 6.00665 195.03787 159.27787 175.38 276.01
Total Amount 4118.9103 31338.21479265 4790.070642 14435.39736 11019.28644 941.4686405124 173.78148312 180.675 11510.2430625 1067.83233825 630.12380570323 -9820.297872 23184.84
Total Material Amount (in Rs.): 93570.545992736
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