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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Finance | -33.99% | ₹18.5 L | L1 | Admitted-Finance |
Tender Value
₹28.0 L
EMD Value
₹50,000
Closing Date
14 Feb 2026, 5:30 pmClosed
E.E. PWD (B/R) Division Anuppur
E.E. PWD (B/R) Division Anuppur
Repair of Amgawan to Pondi road Length 5.60 Km Under P.G. Agreement no. 38/DL/2018-19
2026_PWDRB_479014_1
12(1)/SAC/APR
Open Tender
Civil Works - Roads
90 days
Anuppur
3 documents required · 3 mandatory
₹5,000
₹50,000
2 Mar 2026
30 Jan 2026
16 Feb 2026
30 Jan 2026
14 Feb 2026
30 Jan 2026
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A By Sensor Paver
Deduction for item No.4.3 if sensor paver is not used.
Prime Coat Over WMM/WBM (ii) Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.60 to 0.90 kg/sqm using mechanical means as per clause 502 of specifications.
Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer)
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tone capacity, finished to required level and grades all complete as per clause 510 of specification. (i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour.
Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511 of Specification. (ii) Case - II: Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180-micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification.
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