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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L+₹3,874 (0.78%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹4.5 L
EMD Value
₹11,160
Closing Date
26 May 2020, 10:00 amClosed
Assistant Executive Engineer
O/o AEE, LSGD Subdivision, Vamanapuram BP
VAMANAPURAM BP 2020-21 TSP KADUVACHIRA PRAMALA ROAD CONSTRUCTION IN NANNIYODE GP
2020_LSGD_356733_1
3/AEE/LSGD/VBP/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
venjaramoodu
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
online
₹11,160
Yes
25 Jun 2020
15 May 2020
28 May 2020
15 May 2020
26 May 2020
15 May 2020
Amount
APPENDIX A
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
od603632/2020_2021 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.<br><br>(i)Using naturally occuring gravel
od603633/2020_2021 : Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
od603950/2020_2021 : Construction of plain cement concrete pavement , thickness as per design , over a prepared <br>sub grade / sub base, with 43 grade <br>cement or any other type as per per clause 1501.2.2 M20 (grade) , coarse and fine aggregate conforming to IS 383 , maximum size of course aggregates not exceeding 25 mm , mix 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 form work ( steel channel , wedges steel plates including levelling the form work as per drawing) , spreading the concrete with showels , rakes, compacted using needles vibrators and finished in continuous operstion including provision of contraction and expansion , construction joints , curing of concrete slabs for 14 days with water finishing to lines and grade as per drawing and technical specifications clause 1501.
od603634/2020_2021 : name board as per bill
Sachin S Babu
Bidder Name
Sachin S Babu
Jayakumar
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finance_502027.pdf
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