Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.8 L+₹55,158 (1.31%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹43.4 L+₹1.2 L (2.80%)Rejected-AOC KADARPUR ROAD KADARPUR ROAD NEAR PARJAPATI DHARAMSHALA BADSHAPUR GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L3 | Rejected-AOC L3 | |
| 4 | L4₹56.7 L+₹14.4 L (34.1%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹58.4 L+₹16.1 L (38.1%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹46.8 L
EMD Value
₹93,700
Closing Date
15 Apr 2020, 5:00 pmClosed
Executive Engineer-II, MCG
Infocity-I, Sector-34, Gurugram
Construction of RCC road in Vishnu garden (Hanuman mandir wali gali) ward No.01, Gurugram.
2020_HRY_124665_1
EE-II/MCG/2020/11612
Open Tender
Miscellaneous
Works
120 days
Construction of RCC road in Vishnu garden (Hanuman
as per tender draft
3 documents required · 3 mandatory
₹1,000
Commissioer Municipal Corporation Gurugram
₹93,700
26 Nov 2020
20 Mar 2020
16 Apr 2020
20 Mar 2020
15 Apr 2020
20 Mar 2020
Amount
Providing and laying in position seperation membrane of 125 micron thick imermeable platic sheet of make IPCL shivalik or equivalent make in transparent white color over the surface of D.L.C complete in alll respect as per the entire satisfaction
Construction of un-reinforcement dowel joined plain cement pavement M-40 over a prepared subbase with 43 grade cement @440kg/cum coarse and fine aggregate not exceeding 25mm mixed in a batching and mixing plant as per approved mix design transported to site laid with a paver spread compacted and finished in continous and longitudinal joints, sealant debonding strip, dowel bar, tie rod admixture as approved curing compound finishing to lines and grades as per drawing design. As per MORTH & H clause 602 .M-40 RMC shude be used,Ultratech /ACC /Labarge
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 (130/4.50= 29*5= 145)
making rough surface of finishing surface
Raising of Main holes existing Sewer Line
Bidder Name
Amount
DILAWAR SINGH CONTRACTOR
Sh. Anoop Singh Rathi, Contractor
Sh. Pawan Balhara, Contractor
Premchand Contractor
Naveen Enterprises
Sh. Anoop Singh Rathi, Contractor
Premchand Contractor
Sh. Pawan Balhara, Contractor
DILAWAR SINGH CONTRACTOR
Naveen Enterprises
Sh. Anoop Singh Rathi, Contractor
Sh. Pawan Balhara, Contractor
DILAWAR SINGH CONTRACTOR
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .