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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹28.6 L
EMD Value
₹50,000
Closing Date
29 Jan 2022, 4:00 pmClosed
O/o the Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer tender document
2022_LSGD_469124_1
ET/325/DP EKM/EELSGD/21-22
Open Tender
Civil Works - Roads
Item Rate
180 days
KAKKANAD
Refer tender document
6 documents required · 6 mandatory
₹2,500
Yes
₹50,000
Yes
19 Feb 2022
20 Jan 2022
31 Jan 2022
20 Jan 2022
29 Jan 2022
20 Jan 2022
20 Jan 2022 - 29 Jan 2022
Amount
roadside drain
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
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
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)
75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
od1515340/2021_2022 : 100mm Interlocking Concrete Block Pavement over 75 mm bed Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm, M-40 grade made by block making machine approved size, shape and design laid in required design and pattern over 75 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver blocks in to the bedding layer through vibratory compaction through plate vibrator etc. complete as per direction of Engineer in charge etc. complete.
DONY PAUL
M C KURIAKOSE
KKIBRAHIM
P K AIMUNNY
Bidder Name
P K AIMUNNY
DONY PAUL
KKIBRAHIM
M C KURIAKOSE
Abeesh Mon P.A
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_672121.pdf
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