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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.8 Cr+₹5.7 L (3.20%)Rejected-AOC | ₹1.8 Cr+₹5.7 L (3.20%) | L2 | Rejected-AOC Not Awarded |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Manual submission not done |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
27 Jan 2022, 2:00 pmClosed
S.E., City Road Circle, Guwahati-21
O/o the S.E., City Road Circle, Guwahati-21
Improvement and Renovation of GS Road from Ch. 6237.00m to Ch.11373.00 under SOPD (G) for the year 2020-21. (Phase-II) Group-VI.
2022_PWD_24095_6
CS/DTRD/SOPD(G)/2021-22/15/2
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,300
Yes
Empowered Officer, Assam State Road Board
₹3.6 L
Yes
22 Feb 2022
22 Jan 2022
27 Jan 2022
22 Jan 2022
27 Jan 2022
22 Jan 2022
22 Jan 2022 - 27 Jan 2022
Amount
By Mechanical Means (with Milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine without disturbing the under laying layers to proper line and level, cleaning the surface property after milling and removing the loose materials, stacking the miles materials for re use, neccesary guarding barricading & lighting, including hirecharge of machinery, cost of fule and labour and other incidental charges all complete and as per direction on Engineer-in- charge.
Removal of milled material from site to plant for for recycle upto 1.00 km including extra lead upto Plant.
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.( Including cost of testing of materials at site and laboratory as directed by the deptt.
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.509. 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.)
Kishore Borah
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