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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.0 LAccepted-AOC | L1 | Accepted-AOC at.no.34/AEE/PLAN/20 DTD.2/06/2020 | |
| 2 | L2₹26.8 L+₹77,247.52 (2.97%)Rejected-Finance 04042156 VALSALAKUMARI N 0404 SUB TREASURY PUNALUR | KOLLAM | KERALA | 689694 | L2 | Rejected-Finance L2 |
Tender Value
₹26.8 L
EMD Value
₹50,000
Closing Date
27 Mar 2020, 4:00 pmClosed
THE SUPERINTENDING ENGINEER
THE SUPERINTENDING ENGINEER,KOLLAM CORPORATION
RETENDER PC5/7253/20 Proj.No-1243/2019-20 - Sakthikulangara Zonal -Div- 4, Concreting and Interlocking of Alltharamoodu Menampally road and Foot path concreting Near Mallezhathu pizhavoor temple
2020_LSGD_346048_2
PC5/7253/20
Open Tender
Civil Works - Roads
Item Rate
120 days
KOLLAM CORPORATION
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,975
Yes
online
₹50,000
Yes
26 Jun 2020
16 Mar 2020
31 Mar 2020
16 Mar 2020
27 Mar 2020
16 Mar 2020
16 Mar 2020 - 27 Mar 2020
Amount
Concreting and Interlocking
od480295/2019_2020 : Surface dressing of tha ground in all kind of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m<br>
od480304/2019_2020 : Filling with Quarry Muck <br> 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 for improving the CBR value of subgrade
od488384/2019_2020 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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.
od480299/2019_2020 : providing concrete for plain concrete P.C.C grade M 20 Nominal mix 1:2:4 using 20mm broken stone- without formwork. (for wearing coat of drain, top belt of dry rubble masonry, wearing coat of culvert)
od480311/2019_2020 : Construction of plain cement concrete pavement thickness as per design over a prepared subgrade / subbase with 43 grade <br>Cement or any other type as per clause 1501.2.2 m 20 (grade) coarse and fine aggregate confirming to IS383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channel, wedges, steel plate including levelling the formwork as per drawing) spreading the concrete with showels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14 days with water finished to lines and grade as per drawing and technical specifications clause 1501 ( excluding formwork)
NOUSHAD.S
Bidder Name
K PRAKASAN
NOUSHAD.S
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