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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | 1 | Accepted-AOC L-1 | |
| 2 | 2₹8.4 L+₹5,505.55 (0.66%)Rejected-Finance | 2 | Rejected-Finance L-2 | |
| 3 | 3₹8.5 L+₹15,525 (1.87%)Rejected-Finance | 3 | Rejected-Finance L-3 | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.6 L
EMD Value
₹19,300
Closing Date
26 Nov 2021, 5:00 pmClosed
EE-II, MCG
Infocity-I, MCG
Construction of various RMC streets in ward no.8, under the jurisdiction of MCG.
2021_HRY_196283_1
EE-II/MCG/2021/36247
Open Tender
Miscellaneous
Works
90 days
Construction of various RMC streets in ward no.8
as per tender draft
2 documents required · 2 mandatory
₹1,000
₹19,300
4 May 2022
16 Nov 2021
29 Nov 2021
16 Nov 2021
26 Nov 2021
16 Nov 2021
Amount
Making rough surface of the concrete pavment of providing non slippery by mechnical cutter for safe playing of vechicled as per entire satisfaction of the engineer in charge
Providing and laying GSB grading-III SDS
-Supply and lying of 125 micron thick impermable plastic sheet of approved quality of make IPCL, Shivalik or equivalent make, over the surface of DLC complete in all respect Rate 12.00
Providing & laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete. Improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 420 kg/ cum).complrte in all respect
-Providing and making saw cut transverse construction /contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60% of the length from one end. Initially 3 to 4 mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab and including cost of scaling temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 5 mm wide grove shall be make up to a depth of 5 mm. Before sealing the joint temporary with a jute rope. At the time of sealing temporarily seal shall be taken out and 10 and 12 mm. Before sealing the joint 5 mm thick compressible de-boding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with poly sulphide/silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 2+1 mm complete in all respect.
Bidder Name
Amount
Rathee industries(GSTN-NA)
Sh. Nitin S/o Shiv Charan(GSTN-NA)
M/S M2M CONSTRUCTIONS(GSTN-NA)
M/S M2M CONSTRUCTIONS
Sh. Nitin S/o Shiv Charan
M/S M2M CONSTRUCTIONS
Rathee industries
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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