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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.9 L+₹38,945.46 (3.39%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.9 L+₹43,139.24 (3.75%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.0 L+₹1.5 L (12.8%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
31 Jul 2024, 2:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER, LIDEW SECTION, KAIPAMANGALAM GP
KAIPAMANGALAM GP 2023-24, PROJECT NO.294/24 RESTORATION OF VARIOUS ROADS IN WARD 10
2024_LSGD_681789_16
ET1/AE/LSGD/KPLM/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,779
11 Sept 2024
23 Jul 2024
2 Aug 2024
23 Jul 2024
31 Jul 2024
23 Jul 2024
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
OD425369/2023-2024: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
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
HASHIM MM
vinu sivadas
sabiq va
Bidder Name
HASHIM MM
vinu sivadas
sabiq va
HUSSAIN P.A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1060905.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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