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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
22 Nov 2024, 3:00 pmClosed
The Assistant engineer
Municipal office Tripunithura Municipality
SO 559/2024-25 .WARD 1 RENOVATION OF THOPPIL BYLANE ROAD DRAIN MAINTANANCE AND CONCRETING OF VELAMPARAMBIL ROAD TILING OF PALATHUMPARAMBIL ROAD BALANCE PORTION
2024_LSGD_705785_8
14627/2016
Open Tender
Civil Works - Roads
Item Rate
90 days
TRIPUNITHURA MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹31,777
14 Jun 2025
15 Nov 2024
26 Nov 2024
15 Nov 2024
22 Nov 2024
15 Nov 2024
Amount
Drainage and Covering slab
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
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, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD121570/2024-2025:Engaging man coolie
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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
OD164871/2024-2025:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications &amp; direction of Engineer in charge
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
O U JOY (BID ID -1985708)
Bidder Name
O U JOY
ARAVINDAN K K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1104718.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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