Print PDF
State: Odisha District: Angul Block: Anugul Gram Panchayat: Saradhapur
Work Code: OD/344/3276/115578/405104/00014986 (CONST OF VSS BUILDING AT BETAR)
Project Category: Building
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Anugul Proposal Date: -
Date of Commencement: - 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:
Administrative Approval Details
Approval No.:
Technical Sanction Details
Technical Sanction No.:
Fund Sanction No.: 4206
Fund Sanction Amount (in Rs.): 850000
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM005 BRM060 BRM052 BRM104 BRM092 BRM084 BRM094 BRM162 BRM341 BRMMR0025 BRM252 BRM140 BRM255 BRM131 BRMMR0027 BRM130 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) 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 26.514 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. 21.160985 Cum 1 21.160985 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 6.71927 Cum - - 2.29 15.3871283 0.48 3.2252496 0.96 6.4504992 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. 9.33315 Cum - - 0.672 6.2718768 0.28 2.613282 - - 350 3266.6025 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5 R.C.C. Work (AR0407Aa) :.Column base (including centering & shuttering) - Column base (including centring & shuttering) 7.75575 Cum - - 4.22 32.729265 0.45 3.4900875 - - - - 0.36 2.79207 0.54 4.188105 0.004005 0.03106177875 0.189 1.46583675 - - - - - - - - - - - - - - - - - - - - - - - - - -
6 R.C.C. Work (AR0407Ab) :.Plinth beam (including centering & shuttering) - Plinth beam (including centring & shuttering) 2.30625 Cum - - 4.22 9.732375 0.45 1.0378125 - - - - 0.36 0.83025 0.54 1.245375 0.01335 0.0307884375 0.63 1.4529375 - - - - - - - - - - - - - - - - - - - - - - - - - -
7 R.C.C. Work (AR0407Ac) :.Column & Beam (including centring & shuttering) - Column & Beam (including centring & shuttering) 3.375 Cum - - 4.22 14.2425 0.45 1.51875 - - - - 0.36 1.215 0.54 1.8225 0.041529 0.140160375 - - 4.4196 14.91615 - - - - - - - - - - - - - - - - - - - - - - - -
8 R.C.C. Work (AR0407Ag) :.Roof (including centring & shuttering) - Roof (including centring & shuttering) 5.52 Cum - - 4.22 23.2944 0.45 2.484 - - - - 0.36 1.9872 0.54 2.9808 0.0502172 0.277198944 - - 6.2216 34.343232 - - - - - - - - - - - - - - - - - - - - - - - -
9 R.C.C. Work (AR0404Ad) :.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 Lintels) 1.284375 Cum - - 3.4733 4.4610196875 0.45 0.57796875 - - - - 0.36 0.462375 0.54 0.6935625 0.0741335 0.0952152140625 - - - - 3.7695 4.8414515625 - - - - - - - - - - - - - - - - - - - - - -
10 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. 19.2 Qntl - - - - - - - - - - - - - - - - - - - - - - 0.8 15.36 1.05 20.16 - - - - - - - - - - - - - - - - - -
11 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. 16.154375 Cum - - 0.672 10.85574 0.28 4.523225 - - 350 5654.03125 - - - - - - - - - - - - - - - - 1 16.154375 - - - - - - - - - - - - - - - -
12 Painting(AR0901ci) :.Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces(Outer surface) - Priming one coat with outer surface primer of approved quality oil-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. 240.6217 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 20.2122228 - - - - - - - - - - - - - -
13 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) 117.7365 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.125 14.7170625 - - - - - - - - - - - -
14 Painting(AR0918ca) :.Finishing wall two coats with weather coat with one coat oilbound Primer - Finishing wall surface two coats with weather coat with one coat oilbound 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) 90.7925 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.084 7.62657 - - 0.125 11.3490625 - - - - - - - - - -
15 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. 117.7365 Sqm - - 0.043 5.0626695 0.018 2.119257 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 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. 90.7925 Sqm - - 0.0358 3.2503715 0.015 1.3618875 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
17 Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. 15.458 Sqm - - 0.1375 2.125475 0.015 0.23187 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 15.458 1 15.458 - - - - - -
18 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. 32.0927 Sqm - - 0.2737 8.78377199 0.013 0.4172051 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 32.0927 1 32.0927 - - - -
19 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. 3.8775 Qntl - - - - - - - - - - - - - - - - - - - - - - - - 1 3.8775 - - - - - - - - - - - - - - - - - -
20 Painting(AR0902a) :.Painting one coat of enamel paint with a coat of wood primer on new wood work in inner surface (inside) - Painting one coat of enamel paint with a coat of wood primer on new wood work in inner surface 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). 16.43625 Sqm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.075 1.23271875 0.075 1.23271875
Total Qty 21.160985 136.1965927775 23.60059495 6.4504992 8920.63375 7.286895 10.9303425 0.5744247493125 2.91877425 49.259382 4.8414515625 15.36 24.0375 16.154375 27.8387928 14.7170625 11.3490625 15.458 47.5507 32.0927 1.23271875 1.23271875
Rate Per Unit 933.85 563.262 938.79 1596.76 6.31335 2006.73 1983.8 58573.086 229.106 250.166 240.106 90.1 6398.552 33 125.92622 249.76622 195.21622 665.5902781 8.5 464.5902781 205.76622 155.50622
Total Amount 19761.18584225 76714.36524104 22156.002533111 10299.899102592 56319.083085563 14622.83080335 21683.6134515 33645.83024201 668.7086933205 12323.022557412 1162.4615688656 1383.936 153805.1937 533.094375 3505.6339466672 3675.8250701288 2215.5210817937 10288.69451887 404.18095 14909.95641798 253.65187751063 191.69543313563
Total Material Amount (in Rs.): 460524.3864921
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App