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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC | ₹29.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹31.6 LRejected-Finance 0 ISLAMPUR BELDHA DEVIPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 UDYAM UP 04 0006267 09GLZPS2908P1ZP R M MSME STATUS AS VERIFIED | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹31.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹32.2 LRejected-Finance | ₹32.2 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹38.7 L
EMD Value
₹77,500
Closing Date
2 Feb 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Boundary Wall for Shamshan sthal (Khasra No. 911) in Village-wailana, YEA WC-06
2026_YEIDA_1108453_3
YEA/GM(PROJECT)/2026/457 DT-19/01/2026
Open Tender
Civil Works
120 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹980
₹77,500
6 May 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1
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
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020))
Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020))
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 separately). All works upto plinth level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020)
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 separately).All works above plinth level upto floor V level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020)
Steel rainforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars/Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)
M-150 brick work in 1:4 cement and Coarse sand 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)
M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310
12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))
15 mm cement plaster on rough side of single : 1:6 (1 cement: 6 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020))
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied 3.84 kg/b sqm). (Based on UPPWD/SOR-2020/P-39)
Supply & fixing of R.C.C.Grill work (JALI) of approved patterm & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm. nominal size stone grit inthe proportion of 1:2:4 & reinforced with 6 mm. dia M.S. wire/bar including cutting & finishing with 1:3 cement & fine sand of 1.25 fineness modulus mortar including supply of all materials, labour, tools and plants etc. required for proper completion of the work but excluding plaster on jambs, sill & soffit of the opening. 50 mm thick UPPWD/SOR/New Item/P-27
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/ DAR-18/10.25.2
Painting with synthetic enemel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. UPPWD SOR 2020/13.61.1/P-952
Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14
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