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Tender For Construction Of Development Work In Lala Dayaram Saraswati Shishu School In Beri., Jhajjar-Haryana

Urban Local Bodies has published Tender For Construction Of Development Work In Lala Dayaram Saraswati Shishu School In Beri.. Submission Date for this Tender is 15-03-2024. Civil Work Tenders in Jhajjar Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

42787554
Tender For Construction Of Development Work In Lala Dayaram Saraswati Shishu School In Beri.
Open Tender
Indian
Haryana
Jhajjar
15-03-2024

Tender Details

Tender For Construction Of Development Work In Lala Dayaram Saraswati Shishu School In Beri.

Key Value

Document Fees
INR 1000 /-
EMD
INR 10000.0 /-
Tender Value
INR 4.20 Lakhs /-

BOQ Items

Name of Work: Construction of Development work in Lala Dayaram Saraswati Shishu School in Beri.
Sl. No. Item Description
1Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand)
2Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
3Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a metre wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at comers and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer"s specification and direction of Engineer- in-Charge.
412 mm cement plaster of mix :1 :4 (1 cement: 4 fine sand)
5Providing 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 :2 :4 ( 1 Cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 40 mm nominal size)
6Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/1 O sqm overand including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
730 mm thick factory made Polyvinyl Chloride (PVC) door shutter sqm made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (:t 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the comers by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (:t 0.1 mm) wall thickness. The lock rail made up of "H" section, a uPVC hollow section of size 100x30 mm and 2 mm (:t 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. "U" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (:t 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge.
8Tile brick masonry with common burnt clay non-modular tile bricks of class designation 10 in foundation and plinth in:Cement mortar 1 :6 ( 1 cement : 6 coarse sand)
9Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
10Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
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