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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.4 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L1₹63.4 LRejected-AOC | L1 | Rejected-AOC Not Accepted | |
| 3 | L1₹63.4 LRejected-AOC MAZUMDAR PARA HOUSE NO CITY TOWN HAILAKANDI P O PARCHGRAM P S P ARCHGRAM DISTRICT HAILAKNDI PIN 788802 | HAILAKANDI | ASSAM | 788802 | L1 | Rejected-AOC Not Accepted |
Tender Value
₹66.7 L
EMD Value
₹1.3 L
Closing Date
2 Nov 2020, 3:00 pmClosed
SE, PWD(Roads) Cachar Circle, Silchar.
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
Construction of Road starting from 3rd km of PMGSY Package No.AS-09-21 at Bakrihawar Pt-III to Bakrihawar Pt-VII (Ch.510.00 to 1200.00m) under Hailakandi District Territorial Road Division under SOPD-G for the year 2020-21, Algapur LAC.
2020_PWD_18983_6
T/CC/ETN/SIL/2020-21/1365(T)
Open Tender
Civil Works – Roads
Item Rate
210 days
Hailakandi District.
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,010
Empowered Officer, Assam State Road Board
₹1.3 L
Yes
4 Jan 2021
17 Oct 2020
2 Nov 2020
17 Oct 2020
2 Nov 2020
17 Oct 2020
17 Oct 2020 - 20 Oct 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes etc complete as per technical specifications and approved estimate.(i)By manual means (a) In area of non thorny jungle.
Constn of embankment with materials obtained from borrow pits etc complete as per technical specifications and approved estimate.
Constn of subgrade and earthen shoulder with approved materials obtained from borrow pits etc complete as per technical specifications and approved estimate.
Constn of GSB (Grading II material) by providing well graded materials etc complete as per technical specifications and approved estimate.
Providing laying and compacting stone aggregates of specific sizes to WBM-3 with stone screening Type B 11.2mm etc complete as per technical specifications and approved estimate. By manual means
Construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork etc as per technical specifications and approved estimate.
SARIMUL HAQUE LASKAR
RAUNAQ CONSTRUCTION
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