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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC AT ROAD BOKAKHAT ASSAM | ₹1.0 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.0 Cr+₹11,200.82 (0.11%)Rejected-Finance KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹1.0 Cr+₹11,200.82 (0.11%) | L2 | Rejected-Finance Rejected by BEC |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
18 Nov 2022, 3:00 pmClosed
Chief Engineer,PWD(Border Roads NEC Works),Assam
O/o the Chief Engineer, Roads,PWRD Assam, chandmari, Guwahati-781003
MMPNA/2022-23/142 Periodic Renewal of PHG Path (8th Km. to 19th Km.) under Mukhya Mantrir Path Nabikaran Aachani under Khumtai LAC for the year 2022-23
2022_PWD_27472_142
CE/CMRDP/MMPNA/2022/2
Open Tender
Civil Works
Item Rate
90 days
Khumtai
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
₹2.0 L
Yes
O/o the Chief Engineer, Roads,PWRD Assam,chandmari
11 May 2023
29 Oct 2022
19 Nov 2022
29 Oct 2022
18 Nov 2022
29 Oct 2022
29 Oct 2022 - 17 Nov 2022
8 Nov 2022
Amount
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM surface)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
Rantu Boruah
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