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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Rejected |
Tender Value
₹38.0 L
EMD Value
₹76,100
Closing Date
12 Dec 2025, 2:00 pmClosed
EE, PWRD, Jorhat and Titabor TRD
Office of the EE, PWRD, Jorhat and Territorial Road Division
Improvement of Dipu Line Namghar, Hindubari 6 No Line and Tinikunia Buranamghar to Biswajit Kalandi under SOPD_G under PWRD, Jorhat and Titabor Territorial Road Division for the year 2025_26 in Jorhat LAC
2025_PWD_49090_2
NIT/JTTRD/2024-25/001/1731
Open Tender
Civil Works – Roads
Item Rate
90 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹1,145
₹76,100
Yes
16 Dec 2025
8 Dec 2025
12 Dec 2025
8 Dec 2025
12 Dec 2025
8 Dec 2025
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
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. (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, commplete as per Technical Specification Clause 402
Construction of 600 mm Dia HPC (Laying)
tech_bid_open.pdf
tech_eval.pdf
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Tendernotice_1.pdf
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Re_SBD_21.pdf
Tender Documents • 13.11 MB
Re_FOB_21.pdf
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BOQ_77946.xls
BOQ • 0.27 MB
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