Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC | ₹3.0 L | 1 | Accepted-AOC L |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH QUATED |
| Sl No | Description | Qty | Unit | PRABEESH L1 | VISHNU K L2 |
|---|---|---|---|---|---|
| 1.00Side Protection | |||||
| 1.00 | 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 | 19.38 | cum | 441.5 ₹8,556.27 | 463.58 ₹8,984.18 |
| 1.00 | OD278452/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc.complete as per direction of Departmental officers at site | 43.86 | cum | 4,160.22 ₹1,82,467.25 | 4,368.23 ₹1,91,590.57 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.4 | cum | 9,554.21 ₹32,484.31 | 10,031.92 ₹34,108.53 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 19 | cum | 55.74 ₹1,059.06 | 58.53 ₹1,112.07 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 18.36 | cum | 658.77 ₹12,095.02 | 691.71 ₹12,699.8 |
| 1.01 | OD278457/2025-2026:Filling up low lying and water logged areas with local material/quarry muck spreading in uniform layers, levelling the top at site and consolidation by ramming etc complete for improving CBR value of subgrade(modified DAR 51.2.3) | 18.36 | cum | 946.59 ₹17,379.39 | 993.92 ₹18,248.37 |
Tender Value
₹3.0 L
EMD Value
₹7,494
Closing Date
4 Feb 2026, 5:00 pmClosed
LINTA C K
LID EW CHALISSERY
Annual Plan-Chalissery GP 2025-26 Pro No 245/26, Removel of water -Pallitthazham Road -(Side protection) ward 3-General Civil Work
2026_LSGD_830994_1
108/2026/AE/LIDEW/CHY PHASE
Open Tender
Civil Works - Roads
LID EW CHALISSERY
Please refer Tender documents.
5 documents required · 5 mandatory
₹665
Yes
₹7,494
Yes
26 Mar 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
Side Protection
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
OD278452/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD278457/2025-2026:Filling up low lying and water logged areas with local material/quarry muck spreading in uniform layers, levelling the top at site and consolidation by ramming etc complete for improving CBR value of subgrade(modified DAR 51.2.3)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1396237.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.03 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1396237.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.02 MB
PA.pdf
Tender Documents • 0.26 MB
viewsbd.pdf
Tender Documents • 1.73 MB
FOT.pdf
Tender Documents • 0.26 MB
AFF.pdf
Tender Documents • 0.24 MB
Download all tender documents and submit your bid