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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L1 | Accepted-AOC YES | |
| 2 | L2₹2.5 L+₹11,862.77 (5.00%)Rejected-AOC | L2 | Rejected-AOC YES |
Tender Value
₹2.4 L
EMD Value
₹5,931
Closing Date
12 Jan 2024, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, NILESHWARAM MUNICIPALITY
Nileshwram Municipality Project no 188/2023- 24kariamkode puliyante keezhil road improvement Culvert side
2024_LSGD_639070_1
SS02/AE/NLR
Open Tender
Civil Works - Others
Item Rate
180 days
NILESHWARAM MUNICIPALITY
PLEASE REFER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹555
Yes
₹5,931
Yes
25 Mar 2024
5 Jan 2024
15 Jan 2024
5 Jan 2024
12 Jan 2024
5 Jan 2024
Amount
Road improvement
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.11.2: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.
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)
V V BALAN
Bidder Name
V V Manojan
V V BALAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_973231.pdf
boq_comp_chart.xlsx
xlsx
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