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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.2 LAccepted-AOC BLOCK N 259 GROUND FLOOR BLOCK N MAYFIELD GARDEN SECTOR GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹18.9 L+₹73,491.97 (4.04%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | Not Admitted-Fee/PreQual/Technical HOUSE NO 1531 I BLOCK A SECTOR 15 NEAR GREENWOOD CITY GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.5 L
EMD Value
₹35,100
Closing Date
25 Dec 2020, 5:00 pmClosed
Executive Engineer-VII
MCG office Info City sector-34 Gurgaon
Re-construction of RMC various street description below in ward 06 under div VII under MCG.
2020_HRY_153029_1
EE-VII/MCG/2020/37098/5
Open Tender
Civil Works
Works
Re-construction of RMC various street description
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹35,100
11 Jan 2023
11 Dec 2020
28 Dec 2020
11 Dec 2020
25 Dec 2020
11 Dec 2020
Amount
-Providing and fixing of SFRC single road gully cover and frame of Size 610 x 450mm
-Providing and Laying Separation membrane Sheet 125 micron thick imper able plastic sheet of approved quality of make IPCL, Shivalik or equivalent make, over the surface of DLC complete in all respects as per entire satisfaction of the Engineer-in-Charge.
-Extra for making rough surface of the concrete pavement of providing non slippery by mechanical cutter for safe playing of vehicles as per entire satisfaction of the engineer-in-Charge
-Providing and making sawcut longitudinal joints between two lanes including cost of providing protective coating of bituminous paint for 75 mm on each side of joint on Tie bars, Initially 3-4 mm wide cut shall be make upto 1/3 depth of slab and sealed temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be made upto a depth 17mm. Before sealing the joint 2 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/ silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 + 1mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge
-Providing and laying of 300 mm cement concrete of unreinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 440 Kg per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mising plant as per approved mix design transporated to site laid with a fixed form or slip form paver spread compacted and finished in a continuous operation including provision of contraction expansion construction and lingitudinal joints, joints filler separation membrane, sealant primer, joint sealant debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and MORTH&H specification No. 602. 5th edition 2013 (NS) Note:- Minimum cement content shall be 440 kg. per cum of concrete. if job mix formula required more it shall be
Bidder Name
Amount
HK Projects(GSTN-06DDWPK4288L1ZL)
CROSS ROAD BUILDCON PRIVATE LIMITED(GSTN-NA)
HK Projects
HK Projects
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