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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹27.3 L+₹2.0 L (8.01%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | - | Rejected-Technical L3 |
Tender Value
₹30.7 L
EMD Value
₹50,000
Closing Date
20 Jan 2023, 6:00 pmClosed
Assistant Executive Engineer, LID EW Section,
Assistant Executive Engineer, LIDEW Section, Thrikkakara Municipality
GENERAL-E1-10037,Thrikkakara Municipality-Anjikkath road side retaining wall,drain filling of low lying area,ward-11
2023_LSGD_547919_15
LSGD/AEE/ET/14/2022
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
31 May 2023
12 Jan 2023
23 Jan 2023
12 Jan 2023
20 Jan 2023
12 Jan 2023
Amount
Retaining wall
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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
OD282224/2022-2023::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
HASHIM P A
SALIM V M
Bidder Name
SALIM V M
E K KAREEM
HASHIM P A
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finance_804112.pdf
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