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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC | ₹5.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.5 Cr+₹97,094.34 (0.18%)Rejected-Finance | ₹5.5 Cr+₹97,094.34 (0.18%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.3 Cr+₹77.8 L (14.1%)Rejected-Finance 7 GADHI DADRI G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹6.3 Cr+₹77.8 L (14.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.6 Cr+₹1.1 Cr (19.6%)Rejected-Finance | ₹6.6 Cr+₹1.1 Cr (19.6%) | L4 | Rejected-Finance L4 |
| 5 | L5₹6.6 Cr+₹1.1 Cr (20.6%)Rejected-Finance 104 1ST FLOOR DASHMESH PLAZA SECTOR 20B FARIDABAD HARYANA | FARIDABAD | HARYANA | 121001 | ₹6.6 Cr+₹1.1 Cr (20.6%) | L5 | Rejected-Finance L5 |
Tender Value
₹8.1 Cr
EMD Value
₹16.2 L
Closing Date
4 Feb 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Balance RCC Drain along 120mtr wide road in sector-22D, YEA WC-02
2026_YEIDA_1107376_29
YEA/GM(PROJECT)/2026/455 DT-14/01/2026
Open Tender
Civil Works
Fixed-rate
279 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,770
₹16.2 L
4 Jun 2026
22 Jan 2026
5 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil. Depth 0 to 1.50 mtr Depth 0.00 to 1.50 m Below GL
1.5-3.00 mtr BGL
Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-13/5.9.1/SOR
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform.
Providing and laying in position machine batched and machine mixed design mix M-25 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. (Note:- Cement content considered in this item is@330 kg/curn. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level UPPWD SOR-20/5.33.1
Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6
Providing & Fixing on wall face UV stablized unplasticised -PVC pipe uPVC pipes (working pressure 4 kg/cm2) Single socketed pipe (single socketed having 3.2 mm wall thickness confirming to IS 13592 (4 Kg/sqem including joint with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansions uPVC pipes (working pressure 4 kg/cm2) Single socketed pipe (SOR NEW ITEM NO.33) 110 mm dia
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