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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC C4 E 238 LAKSHMI INFRAA PROJECTS SHANI BAZAR ROAD JANAKPURI WEST DELHI DELHI 110058 | WEST DELHI | DELHI | 110058 | L1 | Accepted-AOC L1 Bidder Among Technically Qualified Bidder | |
| 2 | L2₹10.6 L+₹1.3 L (14.0%)Rejected-AOC NEAR BRITISH ENGLISH CLASSES MAIN KASRA ROAD MANESAR GURGAON HARYANA GURUGRAM | GURUGRAM | HARYANA | 122001 | L2 | Rejected-AOC L2 Bidder Among Technically Qualified Bidder |
Tender Value
₹11.3 L
EMD Value
₹34,000
Closing Date
20 Jan 2025, 5:00 pmClosed
Vikas Sharma
International Centre For Automotive Technology Plot No 26 Sector 3 Near HSIIDC Office IMT Manesar Gurugram 122051
Modification of Hazardous Waste and E Waste Materials Store With Modification of Scrap Yard at ICAT Centre 2 Manesar Haryana
2024_ICAT_840205_1
ICAT/T/CIVIL/2024-25/119
Open Tender
Miscellaneous Works
Works
60 days
ICAT Centre 2
As Per NIT and Bid Document
5 documents required · 5 mandatory
₹0
₹34,000
Yes
ICAT Centre 1
13 Jun 2025
18 Dec 2024
23 Jan 2025
18 Dec 2024
20 Jan 2025
7 Jan 2025
18 Dec 2024 - 2 Jan 2025
6 Jan 2025
Amount
Construction of hazardous waste and e-waste materials store and modification of scrap yard at ICAT Centre-2, Manesar (Haryana)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-3) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases for columns
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, piers, abutments, pillars, posts and struts
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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. aggregate 20 mm nominal size derived from natural sources)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- 3) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
Gutter (600 mm over all girth)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
12 mm cement plaster of mix. 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Providing and laying of 150 mm thick soling of 40-60mm bolder stones including gap filling with fine sand and compaction complete.
RAJCONSTRUCTION & COMPANY (BID ID -3150890)
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