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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | ₹9.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.3 LRejected-Finance | ₹9.3 L | L2 | Rejected-Finance L2 |
Tender Value
₹9.3 L
EMD Value
₹19,000
Closing Date
29 Dec 2025, 12:00 pmClosed
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT VIKAS BHAWAN 3rd FLOOR MUZAFFARNAGAR
Gram Mira wala me rajvaha drainage pul se Mahendra Kashyap ke Makan ki or CC road per nali Nirman karya
2025_REDUP_1101048_11
1366/RED/25-26Dt 05-12-2025
Open Tender
Civil Works
90 days
Muzaffarnagar
Gram Mira wala me rajvaha drainage pul se Mahendra Kashyap ke Makan ki or CC road per nali Nirman karya
3 documents required · 3 mandatory
₹766
₹19,000
Yes
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
9 Apr 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
29 Dec 2025
23 Dec 2025
24 Dec 2025
Dismantlingof exiting structure as per Technical Specification Clause 202
P.C.C. Nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering12 mm thick with cement mortar 1:4, on brickwork in substructure as 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
Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor graderTractor 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 desired density complete as per Technical Specification Clouse 401
Cement Concrete with 2cm gauge approved stone grit, course sand & cement in proportion of 1:1.5:3 in CC Pavement (Thicjmess as Design) with 43 grade cement or any other type as per Clause 1501.2.2, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in 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 needle,and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,s, admixtures as approved, curing of concrete slabs for 14-days,
S/F Information /sign board i/c all comp. at site.
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