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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC AGT EXECUTED | |
| 2 | L2₹6.8 L+₹28,553 (4.40%)Rejected-AOC | L2 | Rejected-AOC HIGHER RATE QUATYED | |
| 3 | L3₹7.5 L+₹99,603 (15.4%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹8.4 L+₹1.9 L (28.8%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹7.6 L
EMD Value
₹18,993
Closing Date
23 Jan 2024, 6:00 pmClosed
MANJULA.N.K
Assistant Engineer, LIDEW Section , Kumbla Grama Panchayat
Annual Plan-KUMBLA GP 2023-24 PROJECT NO-407/24-FWC LAKSHAMVEEDU CHEMMANGOD ROAD IMPROVEMENT
2024_LSGD_644242_1
05/2023-24/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,675
Yes
₹18,993
Yes
25 Feb 2024
16 Jan 2024
25 Jan 2024
16 Jan 2024
23 Jan 2024
16 Jan 2024
Amount
FWC LAKSHAMVEEDU CHEMANGOD ROAD
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.
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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
OD320699/2023-2024:Granular sub-base/base/surface course using department materials (obtained from scarifying material) 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. <br>(ii) Using Gravel mix soil.
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. <br>(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)
ABDUL KHADER C A
SAYID SUHAIB C A
MOIDEEN KUNHI
Bidder Name
MOHAMMED HANEEF
MOIDEEN KUNHI
ABDUL KHADER C A
SAYID SUHAIB C A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_985644.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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