Design and Construction of Admin Staff parking and IPD staff parking with polycarbonate covered shed 2nd call

Amount

Demolishing cement concrete manually/ by mechanical means including disposal of material with lead as per direction of Engineer - in - charge

Dismantling paverblock/ tiles work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.(For thickness of tiles above 25 mm and up to 80 mm)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in all kinds of soil in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead upto 5.0 km with in campus.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 500 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources

Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for (Foundations, footings, bases for columns

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes (including rustproof / synthetic enamel, powder/ epoxy painting on all MS structure as per colour choice of user)

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position (including rustproof / synthetic enamel, powder/ epoxy painting on all MS structure as per colour choice of user).

Supply and Installation of translucent parking roofing shed with multiwall polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (minimum) width. Panels shall have minimum six layers with truss bracing/bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (MS structure will be included in the cost if its design approved is having more reqd quantity than the BoQ quantity) with self-drilling screws & SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on olycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be provided with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as per user requirement. Panel shall be fixed over MS structural steel/MS purlin (paid separately, however if exceeds from the boq qty then no extra payment shall be done) conforming to the detail technical specifications as per approved architectural and structural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour: As per Approval. Approved Make: FLUX by DPI Daylighting / Palram Industries / Coxwell /Laserlite / ampelite/ lexan/ Lloyd/ SABIC/ Brett Martin/ Sunpal

M/S. A.K GUPTA AND CO.

MARUTI ENTERPRISES

Eco Structures Pvt Ltd

SALDAR INFRASTRUCTURE AND CONTRACTS PRIVATE LIMITED