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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.8 LAccepted-AOC | 1 | Accepted-AOC L1 accepted | |
| 2 | 2₹38.4 L+₹59,343.29 (1.57%)Rejected-AOC | 2 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Mar 2024, 6:00 pmClosed
EE, PIU, PATHANAMTHITTA
OFFICE OF THE EXECUTIVE ENGINEER, PROGRAMME IMPLEMENTATION UNIT, PATHANAMTHITTA
KR 11 88 VENKURINJI-MARADAMKAVALA-MADATHUMPADY ROAD RANNI BLOCK
2024_KSRD_132362_1
01/2024/EE/PIU/PTA
Open Tender
Civil Works - Roads
Item Rate
90 days
VECHOOCHIRA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
15 Mar 2024
28 Feb 2024
13 Mar 2024
28 Feb 2024
12 Mar 2024
28 Feb 2024
Amount
KR 11 88 Venkurinji-Maradamkavala-Madathumpady Road Restoration of JJM work
3.5.3 Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 1.5m and lead upto 1000m as per technical specification Clause 302.3
3.15.02 Compacting Original Ground Supporting Subgrade- Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in leyers to meet requirement given in Table 300.1 and 300.2 for subgrade coonstruction as per technical specification Clause
3.4 Construction of embankment with material obtained from Borrow Pits ( contractors own earth)- Construction of embankment with approved material deposited at site from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5
4.1.A.1 Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401
4.7.2.A Water Bound Macadam Sub-base / Base- WBM Grading II - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404
A M NOUSHAD
Bidder Name
ALTHAF MUHAMMED
A M NOUSHAD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_208050.pdf
boq_comp_chart.xlsx
xlsx
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