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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.5 LAccepted-Finance | 1 | Accepted-Finance 1 | |
| 2 | 2₹14.1 L+₹58,119 (4.30%)Rejected-Finance BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | 2 | Rejected-Finance 2 |
Tender Value
₹12.6 L
EMD Value
₹25,300
Closing Date
19 Apr 2022, 12:00 pmClosed
Executive Engineer-I
Sec-34, MCG Office Gurugram
Providing and laying sewar line and Construction of RCC road Gali no 6d and 6e Gandhi nager Ward no 22 Guru gram
2022_HRY_216655_1
EE-I/MCG/2022/14761 dt. 12.04.2022
Open Tender
Miscellaneous
Works
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹25,300
27 Apr 2022
12 Apr 2022
19 Apr 2022
12 Apr 2022
19 Apr 2022
12 Apr 2022
Amount
Providing and laying in position, machine batched mixed and machine vibrated ready mix cement concrete (RMC) of grade M-40 with cement contents not less than 420 Kg/Cum imparting minimum compressive strenth of 40 mpa at 28 days, For laying on road including the cost of admixture in recommended proportions (as per IS 9103) to accelerate ,retard setting of concrete ,improve workability without imparing strenth and durability and including pumping concrete with pumps if required .The Ready Mix Concrete is to be procured from plants of A.C.C/Ultratech / Lafarz or any other plant approved by MCG as approved by Engineer in charge .The finishing of the laid cement concrete with the surface vibrator and mechanical trowel including cost of arrangement and chowkidar etc .complete in all
Providing and laying granular Sub base grade III complete in all respect (883.50)
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.
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
Making house hold water supply damage during excavation
N.S Making sewer connection of new sewer line in the existing manhole (Rate =3000)
Bidder Name
Amount
Surender Singh(GSTN-06AXMPJ1602L1ZI)
PUSPENDER(GSTN-NA)
Surender Singh
Surender Singh
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