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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹5,777.30 (3.33%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.9 L+₹21,185.23 (12.2%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹2.0 L
EMD Value
₹5,100
Closing Date
22 Oct 2019, 5:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LSGD SECTION KULASEKHARAPURAM GP
Kulasekharapuram GP 149/19-20 Soorya Threatre to Snehalayam Road Concrete in Ward 1
2019_LSGD_306462_1
T1/AE/LSGD/KSPM/2019-20
Open Tender
Civil Works - Roads
Item Rate
120 days
Kulasekharapuram
Please refer Tender documents.
5 documents required · 5 mandatory
₹595
Yes
online
₹5,100
Yes
3 Nov 2020
15 Oct 2019
26 Oct 2019
15 Oct 2019
22 Oct 2019
15 Oct 2019
Amount
Road Concreting
od246918/2019_2020 : filling up low laying and water logged areas with local material / quarrymukk spreading in layer , levelling the top at site and consolidate by ramming etc complete for improving the CBR value of subgrade (corrected od)
od246922/2019_2020 : Construction of un-reinforced dowel jointed at expansion and construction joint<br>only,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 20 (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( correct od for road concrete modified from 6.4
od279011/2019_2020 : Construction of un-reinforced dowel jointed at expansion and construction joint<br>only,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 20 (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 (road side concrete) modification 6.4
SUDHA P
ANUKUMAR R
Bidder Name
V. SOMARAJAN
SUDHA P
ANUKUMAR R
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_420245.pdf
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