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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.5 L+₹2,199.53 (0.49%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹5.0 Cr
EMD Value
₹12,500
Closing Date
24 Sept 2020, 12:00 pmClosed
Assistant Engineer
LSGD Section,Ulikkal Grama Panchayath
Construction of Culvert in Puravayal Gokul road
2020_LSGD_385813_2
AE/LSGD/UGP/eT/2020-21(2)
Open Tender
Civil Works - Roads
Item Rate
60 days
Ulikkal Grama Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,130
Yes
online
₹12,500
Yes
20 Jun 2021
17 Sept 2020
28 Sept 2020
17 Sept 2020
24 Sept 2020
17 Sept 2020
Amount
Concreting
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.
od778219/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [Modified 11.4.1.1 Form work excuded]<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 [Sub base for road surface]
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction 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
4.11.2 : 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>(ii) Using Gravel mix soil.
BIJU KUTTIYADAN
Bidder Name
K K THAMBAN
BIJU KUTTIYADAN
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