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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance | ₹8.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.5 LRejected-Finance | ₹8.5 L | L2 | Rejected-Finance L2 |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
29 Dec 2025, 12:00 pmClosed
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT VIKAS BHAWAN 3rd FLOOR MUZAFFARNAGAR
Vikaskhand jannsath ke gram ghatayan dakshini mein Shiv Mandir se Shri Krishna Pal Pradhan Ji ke Makan Tak interlocking karya
2025_REDUP_1101048_4
1366/RED/25-26Dt 05-12-2025
Open Tender
Civil Works
90 days
Muzaffarnagar
Vikaskhand jannsath ke gram ghatayan dakshini mein Shiv Mandir se Shri Krishna Pal Pradhan Ji ke Makan Tak interlocking karya
3 documents required · 3 mandatory
₹766
₹17,000
Yes
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
5 Feb 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
29 Dec 2025
23 Dec 2025
24 Dec 2025
Excavation for roadway in soil using manual means for carrying of cut earth lo jeonme il sile with a lift upto 1.5 m and lead upto 50 m as per Technical
PC.C. Nominal mox 1.36 providing concrete for plainreinforced concrete in open foundations complete as per drawings and technical specifications.
Brick masonry work in cement mortar in substructure complete excepting 2 pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering 12 mm thick with cement mortar 1:4, on brickwork in substructure as 3 per technical specification Clauses 613.4 & 1204
P.C.C. grade M 20 Nominal mix 1:2:4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
MS or iron work of small sizes and seclion such as holding down boits, hold las tie rod grating etc. wrought to required from including supply of steel
Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader Tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the
Picviding a id Laying of M-30 colour Interlocking Concrete Black Pavements 8 having thicness 80 mm as per drawings and Technical Specification Clause 1504
S/F sign board i/c all comp. at site.
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