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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.8 LAccepted-AOC BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | 1 | Accepted-AOC L-1 | |
| 2 | 2₹44.0 LSame as 1Rejected-Finance 121004 | 2 | Rejected-Finance L-2 | |
| 3 | 3₹45.8 L+₹1.7 L (3.91%)Rejected-Finance 1207 NEAR ESI HOSPITAL SECTOR 9A GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | 3 | Rejected-Finance L-3 |
Tender Value
₹49.8 L
EMD Value
₹99,600
Closing Date
14 Apr 2021, 5:00 pmClosed
EE-II, MCG
Infocity-I, MCG
Construction of road in from Rama garden to park no.04 in Basai Enclave part-I in Basai area nder MCG.
2021_HRY_166710_1
EE-II/MCG/2021/8898
Open Tender
Miscellaneous
Works
90 days
Construction of road in from Rama garden to park n
as per tender draft
2 documents required · 2 mandatory
₹1,000
₹99,600
21 Feb 2025
30 Mar 2021
15 Apr 2021
30 Mar 2021
14 Apr 2021
30 Mar 2021
Amount
-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
-Extra for making rough surface of the concrete pavement of providing non slippery surface by mechanical cutter for safe playing of vehicles as per entire satisfaction of the Engineer-in-Charge. 1.00
-Providing and laying granular sub base (GSB) Grading-III SDS
-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(5592)
-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
Parveen Kumar(GSTN-NA)
Surender Singh(GSTN-NA)
S D Construction Co(GSTN-NA)
Surender Singh
S D Construction Co
S D Construction Co
Parveen Kumar
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