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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -10.11% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 LAdmitted-Finance | -10.09% | ₹4.7 L | L2 | Admitted-Finance |
| 3 | L3₹5.0 LAdmitted-Finance AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | -4.99% | ₹5.0 L | L3 | Admitted-Finance |
| 4 | L4₹5.0 LAdmitted-Finance | -3.99% | ₹5.0 L | L4 | Admitted-Finance |
Tender Value
₹5.2 L
EMD Value
₹10,460
Closing Date
23 Feb 2026, 6:00 pmClosed
Executive Engineer
Office of The Executive Engineer PWD Division Taranagar
Interlock Block Khudi to Nagli via Lakhlan Chhoti, Lakhlan Badi
2026_CEPWD_538753_7
EE TNR eNIT No 37/2025-26 No D-2078 Dated 12/02/2026
Open Tender
Civil Works
90 days
Taranagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer/MD RISL
₹10,460
Yes
25 Feb 2026
14 Feb 2026
24 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
Interlocking Work On Nangali-Khudi via Lakhlan Choti
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
Removal of blown sand including taking out and disposal of excavated material with lead up to 50Mtr. and lift up to 1.5 Mtr disposed soil to be levelled and neatly dressed.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and MoRTH Specification Clause 3003
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading I Material
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