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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹32.5 L+₹81,256 (2.57%)Rejected-AOC SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹33.2 L+₹1.5 L (4.83%)Rejected-AOC | L3 | Rejected-AOC NOT LOWEST | |
| 4 | L4₹33.3 L+₹1.7 L (5.24%)Rejected-AOC ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L4 | Rejected-AOC NOT LOWEST | |
| 5 | L5₹34.5 L+₹2.8 L (8.84%)Rejected-AOC B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | L5 | Rejected-AOC NOT LOWEST |
Tender Value
₹43.5 L
EMD Value
₹86,920
Closing Date
18 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (NW) MANKHURD
GE (NW) MANKHURD MUMBAI-88
PROVISION OF DEFICIENT PARKING SHED FOR MARRIED ACCN NO P 64, P-65, P-67,P-95, P-88, P-89 AND P-121 AT HQ 31 WEU THANE UNDER GE (NW) MANKHURD
2024_MES_681569_1
8396/E8
Open Tender
Civil Works
Item Rate
270 days
GE (NW) MANKHURD
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
Yes
GE (NW) MANKHURD
₹86,920
Yes
20 Jan 2025
28 Oct 2024
19 Nov 2024
28 Oct 2024
18 Nov 2024
11 Nov 2024
Amount
Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out inhard/dense soil.
Excavation in post holes ( or similar holes) in hard/ dense soil ,each not exceeding 0.5 Cum , getting out returning , filling in and ramming earth or broken rubble mixed with earth around , in layers not exceeding 25 Cm, watering and removing surplus soil to a distance not exceeding 50M and making good surface complete all as specified
Removing excavated material (soil) n exc 50 Mtr and depositing where directed at a level n exc 1.5 Mtr above the starting point.
M&L plain cement concrete 1:2:4 type C2(40mm graded aggregate ) as in filling under post holeS etc complete all as specified and directed
S & F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240.
S & F rolled mild steel in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam,tee, angle, channel or flat sections)incl distance pieces, cleats, etc conforming to grade Fe-410W-(Gde E-250 Quality A).
S & F MS bands, straps, supports or stays for rainwater, ventilating pipes, including bolts if reqd, hooks(stay), hook and pintle hinges, large hasp and staples, clamps, hold fasts, wall ties, plain angle cleats for securing purlins to wood trusses or rafters and similar small articles confirming to Fe-290 Gde E-165.
S & F Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile stength of 550Mpa as in roof coverings/cladding to wall, fixed with self tapping screws as specified.
S & F Pre painted galvatume aluminium zinc coating GI based plain steel sheet 0.50mm thick of colour having tensile stength of 550Mpa as in roof coverings/cladding to wall, fixed with self tapping screws as specified.
Preparation of new steel and iron surfaces of any description over 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer.
S & F PVC (SWR) pipe 110 mm bore single in any type with rubber ring joint laid in wall/trenches /floor.
S & F PVC (SWR) bend any radious 110 mm bore.
Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as spd and directed.
M&L for PCC 1:2:4 type B-2 Using 40 mm graded stone aggregate for walls or retaining walls,any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) as specified.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement.
M & L for hard core of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 10 cm thick watered and rammed to a true surface complete all as specified.
M & L Cement Concrete Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete
M & L for Durastone Heavy Duty Vitrified tiles (300 mm x300 mm) 10-12 mm thick in floor set and jointed with neat cement slurry and pointed in coloured cement to match over screed bed or bedding layer of mortar 20 mm in cement 1:6 complete all as specified and directed
M & L for sand filling under floors or in foundations incl watering and consolidation complete all as specifed and directed.
Parmatma Enterprises (BID ID -3167410)
AM ENTERPRISES (BID ID -3168182)
PRIME ENGINEERS (BID ID -3163959)
Vishal Builders (BID ID -3168256)
Atharva Enterprises (BID ID -3168103)
M/s Shreeji Construction Co (BID ID -3168499)
PICON ENTERPRISES (BID ID -3168539)
M/s PIONEER CONTRACTORS (BID ID -3168889)
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