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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAccepted-Finance | ₹49.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹49.3 LRejected-Finance H 198 DELTA 2 GREATER NOIDA DISTT G B NAGAR | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹49.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹52.4 LRejected-Finance 173 BIHARI PURA GALI NO 4 KAMLA CINEMA VIJAY NAGAR GHAZIABAD 201009 U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201009 | ₹52.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹74.7 LRejected-Finance | ₹74.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹75.4 LRejected-Finance 303 SF SEC OMICRON 1 GR NOIDA G B NAGAR 201310 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201310 | ₹75.4 L | L5 | Rejected-Finance L5 |
Tender Value
₹75.9 L
EMD Value
₹1.5 L
Closing Date
18 Mar 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of C.C. Road and Brick Drain from Dastampur to Dhansiya Ambedkar Chowk (Zone-8), YEIDA WC-06
2026_YEIDA_1122864_4
YEA/GM(PROJECT)/2026/480 DT-27/02/2026
Open Tender
Civil Works
120 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,940
₹1.5 L
22 May 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
Cement concrete with 4cm Guage 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
M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)
12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UPPWD/SOR
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Morth-401
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needie, screed and plate vibrators and| finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including all taxes, material, T&P, Machinary. royalty, labour cess all taxes complete. Excluding GST as per E/l. DSR 2018/Vol 2/P-227/16:43:1
concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17
Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-
Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020))
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. UP PWD SOR 2020/ DSR-18/10.25.2
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