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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹15.6 L+₹80,667 (5.46%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder |
Tender Value
₹14.8 L
EMD Value
₹36,910
Closing Date
10 Nov 2020, 5:00 pmClosed
DISTRICT SOIL CONSERVATION OFFICER, IDUKKI
OFFICE OF THE DISTRICT SOIL CONSERVATION OFFICER, IDUKKI.MOOLAMATTOM, PIN 685589,PHONE-04862252650
CONSTRUCTION OF DR RETAINING WALL IN VATHIKUDY PANCHAYATH UNDER REBUILD KERALA INITIATIVE
2020_DSSC_395897_1
D(4)984/2020ETNDSCOIDK RKI( VTKY)
Open Tender
Civil Works - Others
Item Rate
180 days
VATHIKUDY PANCHAYATH
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
₹36,910
Yes
25 Jan 2021
30 Oct 2020
12 Nov 2020
30 Oct 2020
10 Nov 2020
3 Nov 2020
30 Oct 2020 - 3 Nov 2020
Amount
Retainingwall-140m(1.5mht),Pathinaramkandom-Parakadavu-Upputhodu (Ward 17) ,
Earthworkexcavation for sidecutting as per code 2.6.1
Earthworkexcavation for foundation as per code 2.8.1
Extra for every additional lift1.5mor part there of in excavation as per code 2.26.1
Dry rubble masonry work for foundation and superstructure as per code 60.7.1
Centring and shuttering for PCC on the top of retainingwall as per code 5.9.5
PCC 1:3:6 on the top of retainingwall as per code 4.1.5
Retainingwall-100m(1.5mht),Rajamudithodu (Ward 13) ,
Earthworkexcavation for sidecutting as per code 2.6.1
Earthworkexcavation for foundation as per code 2.8.1
Extra for every additional lift1.5mor part there of in excavation for side cutting as per code 2.26.1
Dry rubble masonry work for foundation and superstructure as per code 60.7.1
Centring and shuttering for PCC on the top of retainingwall as per code 5.9.5
PCC 1:3:6 on the top of retainingwall as per code 4.1.5
Retainingwall-40m(2mht),Pathinaramkandom-Parakadavu-Upputhodu (Ward 17) ,
Earthworkexcavation for sidecutting as per code 2.6.1
Earthworkexcavation for foundation as per code 2.8.1
Extra for every additional lift1.5mor part there of in excavation as per code 2.26.1
Dry rubble masonry work for foundation and superstructure as per code 60.7.1
Centring and shuttering for PCC on the top of retainingwall as per code 5.9.5
PCC 1:3:6 on the top of retainingwall as per code 4.1.5
ANTONY VARKEY
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finance_563510.pdf
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