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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹24.1 L+₹9,065.12 (0.38%)Rejected-AOC | L2 | Rejected-AOC Other than lowest | |
| 3 | L3₹24.9 L+₹92,174.24 (3.84%)Rejected-AOC | L3 | Rejected-AOC Other than lowest | |
| 4 | L4₹25.5 L+₹1.5 L (6.09%)Rejected-AOC | L4 | Rejected-AOC Other than lowest | |
| 5 | L5₹26.7 L+₹2.7 L (11.4%)Rejected-AOC | L5 | Rejected-AOC Other than lowest |
Tender Value
₹27.3 L
EMD Value
₹54,500
Closing Date
2 Jun 2023, 6:00 pmClosed
AGE I CG
Noida
PROVN OF OVERHEAD SHED AT THE ENTRANCE AND BOTH SIDES OF UNDERGROUND PARKING OF ADMINISTRATIVE COMPLEX BUILDING AT SECTOR 62 NOIDA
2023_MES_593487_2
AGE I CGN 22 23 24
Open Tender
Civil Works
Item Rate
180 days
Noida
D a i
7 documents required · 7 mandatory
₹500
AGE I CG
₹54,500
13 Jul 2023
6 May 2023
5 Jun 2023
6 May 2023
2 Jun 2023
19 May 2023
Amount
Note: Immediately after acceptance of contract, the contractor shall get the Steel Structure framework with sizes, specification as per design data, fixing arrangement to existing RCC columns, suitably designed and vetted from Govt Engineering college/IIT/approved MES Consultant, before execution of work. The Contractor shall consider aspect of payment of fee to consultant while quoting and no extra whatsoever will be paid. DESIGN DATA: SBC = 100 KN/m2 at 1.5 m depth Wind terrain category 4 as per IS-875 Part-III
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, getting out in soft /Loose soil complete..
M&L PCC 1:4:8 type D2 using 40 mm graded aggregate in foundation filling and mass concrete/bed concrete all as specified and directed
M&L for cement concrete in foundations, filling and mass concrete 1:2:4 type C2 (20mm graded aggregate) all as specified and directed by Engr-in-Charge.
M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter for fair finished complete all as specified and directed.
S&F for rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters etc conforming to Fe 290 Gde E 165 complete all as specified and directed.
S&F for roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe 290 Gde E 165 complete all as specified and directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 290 Gde E 165 complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based Plain/corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping scews as spd.
M&L for two coats of synthetic enamel paint on NEW STEEL surfaces over coat of red-oxide primer including preparation of surfaces, over 10cm width or girth including roof painting complete all as specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed . complete all as specified and directed. Note:-As per NCR/Noida auth Norms
Preparing surfaces of wood and wood based materials steel and iron wk or old of any description and girth, not otherwise described, and treated with tar or coal tar black paint.
Sanjay Associates
M/S BEE ESS ENTERPRISES
DP COMPLEX
M/s SHRI RADHEY BUILDERS
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