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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹23.4 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹26.8 L
EMD Value
₹50,000
Closing Date
10 Oct 2019, 5:00 pmClosed
THE SUPERINTENDING ENGINEER
THE SUPERINTENDING ENGINEER,KOLLAM CORPORATION
PW3/40068/19 Project no 120/ 20 DN 22 VARIOUS LANE INTERLOCKING AND CONCRETING
2019_LSGD_303716_1
PW3/40068/19
Open Tender
Civil Works - Roads
Item Rate
KOLLAM CORPORATION
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,975
Yes
online
₹50,000
Yes
14 Jan 2020
28 Sept 2019
15 Oct 2019
28 Sept 2019
10 Oct 2019
28 Sept 2019
28 Sept 2019 - 10 Oct 2019
Amount
Interlocking&Concreting
od112616/2019_2020 : Filling up low lying and water logged areas with local material/quarry muck,spreading in layers,leveling the top at site and consolidation by ramming,etc complete
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
od131753/2019_2020 : supplying and laying interlocking tile 60mm or nearest size thickness minimum strength M30 including providing alayer of 6mm aggregate of 5cm thickness then laying interlock cobbles in line and levels as per the direction of the departmental officers at site inclusive of all cost and conveyance charges etc complete
od116013/2019_2020 : providing concrete for plain concrete p.c.c grade m20 Nominal mix 1:2:4 using 20mm broken stone-without formwork (wearing coat for culvert,top belt for dry rubble wall,wearing coat of drain etc)
od112618/2019_2020 : Construction of plain cement concrete pavement thickness as per design over a prepared subgrade/subbase with 43 grade<br><br>Cement or any other type as per clause 1501.2.2 m 20 (grade) coarse and fine aggregate confirming to IS383 maximum size fo coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weight batcher using approved fixed side formwork (steel channel, wedges, steel plate including levelling the formwork as per drawing) spreading the concrete with showels, rakes, complacted using needle vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slab for 14 days with water finishing to lines and grade as per drawing and technical specifications clause 1501 ( formwork included)
Najumulrasi
Bidder Name
Najumulrasi
M/s Thenguvila Constructions
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_415842.pdf
boq_comp_chart.xlsx
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details.html
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