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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC | ₹35.4 L | L1 | Accepted-AOC L1 |
Tender Value
₹36.1 L
EMD Value
₹36,099
Closing Date
12 Mar 2026, 5:00 pmClosed
Executive Engineer
EXECUTIVE ENGINEER RURAL WORKS DIVISION, BARAGARH
Road Works
2026_CERWI_126927_1
Online-BGH-32 of 2025-26
Open Tender
Civil Works - Roads
Bargarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹36,099
Yes
21 Apr 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
6 Mar 2026 - 12 Mar 2026
Providing, spreading & compacting moorum in berms including watering and compacting to the required density in O,M.C with PRR including cost, conveyance & royalty of materials, labour, T&P required for the work and taxes etc complete as per the direction of Engineer- in- charge.
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works
Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
Providing laying and rolling of premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen 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 to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means and as per the direction of the Engineer-in-charge.
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
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