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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹10.1 L+₹1,000.08 (0.10%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹10.4 L
EMD Value
₹25,876
Closing Date
5 Mar 2022, 3:30 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER , Kalamassery Municipality Municipal Office, Kalamassery
Work Name PW2 478 2022 Side filling and interlocking along Pipe line road in ward 10
2022_LSGD_477379_1
PW2/478/2022
Open Tender
Civil Works - Roads
Item Rate
90 days
KALAMASSERY
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,800
₹25,876
7 Apr 2022
24 Feb 2022
7 Mar 2022
24 Feb 2022
5 Mar 2022
24 Feb 2022
Amount
Side filling
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> 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
od1616138/2021_2022 : Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete.(ii)Using Gravel mix soil./ Quarry muck
75.8.1.1 : Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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)a)Materials
Interlocking
2.14.2.A : Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
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
od1656351/2021_2022 : Providing and laying of Interlocking Concrete block pavements using 100.00mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm verage thickness,etc. all complete as per the direction of Engineer-in-Charge
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) 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) a)Materials
K.I. LATHEEF
Bidder Name
K.I. LATHEEF
MOOSA K.I.
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finance_685193.pdf
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