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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹39.8 L | L1 | Accepted-AOC l1 |
| 2 | L2₹42.2 LRejected-Finance | ₹42.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹42.3 LRejected-Finance CHHACHHRE KI POST PUNDEN SAHARANPUR | ₹42.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹44.0 LRejected-Finance | ₹44.0 L | L4 | Rejected-Finance L4 |
| 5 | L5₹44.4 LRejected-Finance VILLAGE GHATEDA POST GHATEDA SAHARANPUR | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | ₹44.4 L | L5 | Rejected-Finance L5 |
Tender Value
₹68 L
EMD Value
₹5.4 L
Closing Date
27 Jan 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Special repair work on the Delhi-Yamunotri route via Sanwalpur Nawada to the ITC bypass road.
2026_CEMRT_1107901_1
215/94MS-S/2025 Date 09-01-2026
Open Tender
Civil Works
60 days
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.4 L
30 May 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grade-3)
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 (Grade-M-30), 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, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.8)
Providing Reinforced Concrete Grade M25 using batching plant, transit mixer & manual placing Completion as per direction of Engineer Incarage etc. complete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per direction of Engineer Incharage.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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