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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.8 L+₹54,293.27 (8.64%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.9 L+₹66,030.80 (10.5%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹7.3 L
EMD Value
₹18,341
Closing Date
25 Mar 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KPLM GP
KAIPAMANGALAM GP 2024-25 RESTORATION OF VARIOUS ROADS IN WARD 8 PHASE 2-PROJECT NO.357/25
2025_LSGD_751382_8
ET7/AE/LSGD/KPLM/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,620
Yes
₹18,341
Yes
17 Apr 2025
17 Mar 2025
26 Mar 2025
17 Mar 2025
25 Mar 2025
17 Mar 2025
Amount
APPENDIX-1 (Road of Restoration )
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
OD220325/2024-2025:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
sabiq va (BID ID -2175517)
MOHAMED RAFI P A (BID ID -2172157)
Bidder Name
sabiq va
EDACHALIL CONSTRUCTION
MOHAMED RAFI P A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1217887.pdf
boq_comp_chart.xlsx
xlsx
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