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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-Finance KASANA TOWER V FLOOR ALPHA 1 GR NOIDA COMMERCIAL BELT GAUTAM BUDDHA NAGAR UTTAR PRADESH 201307 | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201307 | ₹11.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹11.8 CrRejected-Finance H NO 146 SADULLAPUR SECTOR KP V BAIDPURA GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹11.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹15.0 CrRejected-Finance 142 | ₹15.0 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹15.1 CrRejected-Finance 7 GADHI DADRI G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹15.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹15.1 CrRejected-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | ₹15.1 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹15.3 Cr
EMD Value
₹25.3 L
Closing Date
28 Jan 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Drainage System along 75.00 mtr. wide peripheral road between Sector- 7 and 8 and 8 and 8 B, YEIDA WC-03
2026_YEIDA_1105538_23
YEA/GM(PROJECT)/2025/453 DT-09/01/2026
Open Tender
Civil Works
365 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,770
₹25.3 L
25 Mar 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
28 Jan 2026
15 Jan 2026
Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move). (i) 0.00 - 1.50 Mtr
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:- (a) Foundations, footings, bases of columns, etc. for mass concrete. UPPWD SOR/5.9.1
Centering and shuttering including strutting, propping etc. and removal of form for:- (b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. UPPWD SOR/ 5.9.2
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/cum.Excess/less cement used as per design mix is payable/recoverable, All work up to Plinth level. UPPWD SOR/5.33.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars, UPPWD SOR/5.22.6
Providing and fixing on wall face U V stablized unplasticised PVC pipe uPVC pipes (working pressure 4 Kg/cm2) Single Socked pipe (single socketed having 3.2mm wall thickness conforming to IS : 13592 (4Kg/sqcm including joint with seeal ring confirming to IS : 5382 leaving 10 mm gap for thermal expansion uPVC pipes (working pressure 4 Kg/cm2) Single socketed pipes. SOR new Item No. 33, 110 mm dia.
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