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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.3 LAccepted-AOC | ₹23.3 L | 1 | Accepted-AOC l1 |
| 2 | 2₹23.5 LRejected-Finance UTTAR PRADESH | PILIBHIT | UTTAR PRADESH | 262001 | ₹23.5 L | 2 | Rejected-Finance 2 |
| 3 | 3₹24.2 LRejected-Finance | ₹24.2 L | 3 | Rejected-Finance 3 |
| 4 | 4₹24.3 LRejected-Finance N A | ₹24.3 L | 4 | Rejected-Finance 4 |
| 5 | 5₹26.5 LRejected-Finance | ₹26.5 L | 5 | Rejected-Finance 5 |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
24 Jan 2026, 12:00 pmClosed
EE PD PWD HAPUR
EE PD PWD HAPUR
Special Repair on Gadh To Gadhavali Road
2026_CEMRT_1106814_1
1757 /3A Dated 06.10.2025
Open Tender
Civil Works - Roads
60 days
HAUR
-
2 documents required · 2 mandatory
₹944
₹3.3 L
Yes
18 Feb 2026
19 Jan 2026
24 Jan 2026
19 Jan 2026
24 Jan 2026
19 Jan 2026
Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P, royality, Labour cess, all taxes complete. But excluding GST.
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P, royality , all taxes and labour cess complete. But excluding GST.
Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. Including cost of, all material, Bitumen, labour, T&P, royality, all taxes and labour cess complete. But excluding GST.
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 M30 (Grade), 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 Including cost of, all material, Bitumen, labour, T&P, royality, all taxes and labour cess complete. But excluding GST.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1( with ordinery earth in Patri)
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