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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.0 LAccepted-AOC KANNUR | KERALA | 670001 | 1st | Accepted-AOC lowest | |
| 2 | 2nd₹4.0 L+₹3,888.05 (0.98%)Rejected-AOC KANNUR | KERALA | 670511 | 2nd | Rejected-AOC highest | |
| 3 | Rejected-Technical 11 | KANNUR | KERALA | 670511 | - | Rejected-Technical L3 |
Tender Value
₹4.2 L
EMD Value
₹10,566
Closing Date
28 Oct 2024, 1:00 pmClosed
Assistant Engineer,
The Assistant Engineer, LID EW Section Mazhuvannoor Grama Panchayat
MZVR 52/25-Thattammugal Mavinchuvadu Aqueduct Highlevel Canal Bund Road-Ward 16 in Mazhuvannoor Grama Panchayath under Annual Plan 2024-25
2024_LSGD_697571_6
4/AE/LID EW/MZVR/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mazhuvannoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,566
Yes
15 Jan 2025
21 Oct 2024
30 Oct 2024
21 Oct 2024
28 Oct 2024
21 Oct 2024
Amount
Road Maintenance
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.
6.1.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
OD118045/2024-2025:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge.
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)
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD118040/2024-2025:Dry Rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. as per direction of departmental officer at site.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Mathew Varghese
BIJU K SLEEBA
Bidder Name
K A YOUSEF
BIJU K SLEEBA
Mathew Varghese
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1088707.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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