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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.7 L+₹74,726 (6.84%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.7 L+₹82,510.64 (7.56%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹12.1 L+₹1.2 L (11.1%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹12.2 L+₹1.3 L (11.5%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹13.1 L
EMD Value
₹32,700
Closing Date
27 May 2020, 6:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION JILLA PANCHAYATH PATHANAMTHITTA
LAC ADS Aranmula Assembly Constituency Nellimala Panchayathpadi Stadium road(Eraviperoor ward 5 6 11
2020_LSGD_357422_5
1/2020-2021/EE/LSGD/PTA
Open Tender
Civil Works - Roads
Item Rate
180 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
online
₹32,700
Yes
17 Jun 2020
20 May 2020
1 Jun 2020
20 May 2020
27 May 2020
20 May 2020
Amount
Road concreting
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od457514/2019_2020 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil
od457552/2019_2020 : Construction of,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 with form work 3%
3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
samson samuel
D MANOHARAN
George Kuruvilla
P A MATHEW
Bidder Name
George Kuruvilla
AJU K A
P A MATHEW
samson samuel
D MANOHARAN
stage.html
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fin_eval.pdf
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finance_503503.pdf
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