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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC | ₹1.0 L | L1 | Accepted-AOC WORK AWARDED TO LOWEST TENDER |
| 2 | L2₹1.1 L+₹3,387 (3.26%)Rejected-Finance THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | ₹1.1 L+₹3,387 (3.26%) | L2 | Rejected-Finance ABOVE |
| 3 | L3₹1.3 L+₹21,967 (21.1%)Rejected-Finance | ₹1.3 L+₹21,967 (21.1%) | L3 | Rejected-Finance ABOVE |
| 4 | L4₹2.8 L+₹1.8 L (170.1%)Rejected-Finance | ₹2.8 L+₹1.8 L (170.1%) | L4 | Rejected-Finance ABOVE |
| 5 | L5₹3.0 L+₹1.9 L (187.0%)Rejected-Finance | ₹3.0 L+₹1.9 L (187.0%) | L5 | Rejected-Finance ABOVE |
Tender Value
₹1.2 L
EMD Value
₹3,074
Closing Date
27 May 2023, 6:00 pmClosed
Ae lsgd
Office of the asst engineer Lid and ew section Panathady gp
Work Name Annual Plan 267/2022-23 Peruthady School Road Concrete In Panathady Gp-General Civil Work
2023_LSGD_577304_1
01/2023-24/AE/LID EW/PDY
Open Tender
Civil Works - Roads
Item Rate
60 days
Panathady gp
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹3,074
Yes
9 Jan 2024
19 May 2023
30 May 2023
19 May 2023
27 May 2023
19 May 2023
Amount
ROAD CONCRETE
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
T J Joseph Joy
UMRAH ENGINEERING & CONSTRUCTION PVT LTD
M D FAIZ
M D ABDULLA
Bidder Name
G S RAJEEV
T J Joseph Joy
UMRAH ENGINEERING & CONSTRUCTION PVT LTD
M D FAIZ
M D ABDULLA
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