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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 LAccepted-Finance | ₹1.9 L | 1 | Accepted-Finance 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 | 7.5 | cum | 441.5 ₹3,311.25 | 463.58 ₹3,476.85 |
| 1.00 | OD12861/2025-2026: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 (DAR 60.7.1) | 10 | cum | 4,160.22 ₹41,602.2 | 4,368.23 ₹43,682.3 |
| 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) | 7.57 | cum | 9,554.21 ₹72,277.6 | 10,031.92 ₹75,891.47 |
| 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 | 36 | cum | 658.77 ₹23,715.72 | 691.71 ₹24,901.56 |
| 1.00 | OD361117/2025-2026: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) | 30 | cum | 946.59 ₹28,397.7 | 993.92 ₹29,817.6 |
| 2.00Hand Rail | |||||
| 2.00 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | 86.4 | kg | 197.09 ₹17,028.58 | 206.94 ₹17,879.62 |
Tender Value
₹1.9 L
EMD Value
₹4,658
Closing Date
3 Mar 2026, 5:00 pmClosed
LINTA C K
LID EW CHALISSERY
Annual Plan-2025-26 RENOVATION OF NJALIL ROAD IN WARD NO.14,CHALISSERI GP-PROJECT NO.101-General Civil Work
2026_LSGD_839281_1
205/2026/AE/LIDEW/CHY PHASE
Open Tender
Civil Works - Roads
LID EW CHALISSERY
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹4,658
Yes
25 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 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
OD12861/2025-2026: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 (DAR 60.7.1)
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: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
OD361117/2025-2026: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)
Hand Rail
10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
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