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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC 382 GRAM EVAM POST FUJANA MUZAFFARNAGAR | MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | ₹14.3 L | L1 | Accepted-AOC being lowest rate |
| 2 | L2₹15.8 LRejected-Finance | ₹15.8 L | L2 | Rejected-Finance Rejected Being Higher Rate |
Tender Value
₹19 L
EMD Value
₹1.9 L
Closing Date
13 Mar 2026, 2:00 pmClosed
Executive Engineer, P.D, PWD, Muzaffarngar
Executive Engineer, P.D, PWD, Muzaffarngar
Renewal Work of K.K. Road To Tanda Majara Road.
2026_CEMRT_1115295_17
220/8A Dated 29.01.2026
Open Tender
Civil Works - Roads
60 days
Executive Engineer, P.D, PWD, Muzaffarngar
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.9 L
10 Apr 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. But Excluding G.S.T.
Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. 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 using VG-10 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual MORD Specifications 508.But Excluding G.S.T.
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. But Excluding G.S.T.
Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3") depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. Excluding GST.
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