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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.5 L+₹498.22 (0.04%)Rejected-Finance | ₹12.5 L+₹498.22 (0.04%) | L2 | Rejected-Finance L2 |
Tender Value
₹12.4 L
EMD Value
₹25,000
Closing Date
6 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT VIKAS BHAWAN 3rd FLOOR MUZAFFARNAGAR
Gram ukavali block Budhana mein bas stand se shiv mandir ki or CC road nirmaan kary.
2026_REDUP_1130477_1
1842/RED/Tender/25-26 Dt 09.03.2026
Open Tender
Civil Works
Percentage
90 days
Muzaffarnagar
Gram ukavali block Budhana mein bas stand se shiv mandir ki or CC road nirmaan kary.
3 documents required · 3 mandatory
₹766
₹25,000
Yes
Muzaffarnagar
10 Jun 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
6 Apr 2026
26 Mar 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1P.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 | |||||
| 2Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | |||||
| 3Plastering12 mm thick with cement mortar 1:4, on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | |||||
| 4P.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 | |||||
| 5M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.As per No | |||||
| 6Construction 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 | |||||
| 7Cement 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, | |||||
| 8S/F Information /sign board i/c all comp. at site. | |||||
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