Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 LAccepted-AOC | 1 | Accepted-AOC Work Allotted | |
| 2 | 2₹19.4 L+₹22,735 (1.19%)Rejected-AOC SECOND FLOOR 134B PART 3 SECTOR 5 GURURAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | 2 | Rejected-AOC 2 | |
| 3 | 3₹20.4 L+₹1.2 L (6.50%)Rejected-Finance BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | 3 | Rejected-Finance 3 | |
| 4 | 4₹20.9 L+₹1.8 L (9.17%)Rejected-Finance 1207 NEAR ESI HOSPITAL SECTOR 9A GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | 4 | Rejected-Finance 4 |
Tender Value
Refer Docs
EMD Value
₹46,000
Closing Date
27 Jan 2021, 3:00 pmClosed
Executive Engineer-I
Sec-34, MCG office, Gurugram
construction of RMC M40 road at various location at sec 10A Market parking ward no 23 under MCG
2021_HRY_156996_1
EE-I/MCG/2021/1653 dt. 19.01.2021
Open Tender
Miscellaneous
Works
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹46,000
1 Mar 2021
19 Jan 2021
28 Jan 2021
19 Jan 2021
27 Jan 2021
19 Jan 2021
Amount
-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
-analysis of providing and laying in position machine batched, machine mixed and machine vibrated ready mixed cement concrete of grade M 40 with cement content not less then 420 kg/cum imparting minimum compressive strength of 40 mpa at 28 days
-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
-5.2 (b) Carriage of materials (metalled roads), lead more than 0.48km, excluding loading unloading and stacking. (b) Earthwork- lead form 6 to 10 km
-providing and laying watering and compacting granular sub base to specified lines (III)
Bidder Name
Amount
PUSPENDER(GSTN-NA)
S D Construction Co(GSTN-NA)
Maxworth Infratech(GSTN-NA)
Surender Singh(GSTN-NA)
Maxworth Infratech
Surender Singh
S D Construction Co
Maxworth Infratech
S D Construction Co
Surender Singh
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 .