Name of Work:- Construction of CT, PT and urinal under SBM 2.0 in MC Palwal.
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Item Description
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Prefab Toilet cabin Size: 4Lx04Wx8.5H cft Accessories: Door Size 6.5x2.5ft (01) electrical point, PowerPoint (02) (6Amp) Tube light/Conceal light, HDHMR flooring with vinyl bulkhead light and including powder coated work both sides. *Full insulation inside *50MM Glass wood insulation. *6mm MDF Cladding. For men and women Indian-heavy seat, Ex-fan, Basin, urinal, Proper electric or Plumbing fitting full finished.Water safety tank 200-250 litre covered with prefab sheet include connectivity with entire toilet.Plumbing connectivity for water upto 10 feet (source provided by client)Sewer connectivity for waste upto 10 feet (source provided by client)Transportation and Installation Charges
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[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
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[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
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[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
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[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] Please Enable Macros to View BoQ information
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