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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC AGT EXECUTED | |
| 2 | L2₹8.3 L+₹7,795.98 (0.94%)Rejected-AOC | L2 | Rejected-AOC L1 AGT EXECUTED | |
| 3 | L3₹8.4 L+₹11,991.32 (1.45%)Rejected-AOC | L3 | Rejected-AOC L1 AGT EXECUTED |
Tender Value
₹10.3 L
EMD Value
₹25,640
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-413/24-KAKKALAMKUNN THAZHE ARIKADY KANJIKATTA ROAD IMPROVEMENT
2024_LSGD_644234_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
₹2,760
Yes
₹25,640
Yes
10 Apr 2024
16 Jan 2024
25 Jan 2024
16 Jan 2024
23 Jan 2024
16 Jan 2024
Amount
Kakkalam thazhe arikkady kanchikatta road
2.14.2.A:Dismantling of Flexible Pavements<br> 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 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
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.
OD205310/2023-2024: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. (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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
MOHAMMED HANEEF
ABOOBACKER SIDDIQ N A
Bidder Name
MOHAMMED HANEEF
ABOOBACKER SIDDIQ N A
Aboobacker Siddeeque A M
tech_eval.pdf
fin_eval.pdf
aoc.PDF
finance_985622.pdf
boq_comp_chart.xlsx
xlsx
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