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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MANOJ P L1 | MUHAMMED YARSHAD AK L2 |
|---|---|---|---|---|---|
| 1.00LAC ADS 2025-26 Sri.PTA Rahim MLA - Melampurath meethal manakkott meethal road Olavanna pt | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 32.4 | cum | 100 ₹3,240 Lowest | 822 ₹26,632.8 |
| 1.00 | OD168528/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR) | 26.19 | cum | 3,500 ₹91,665 Lowest | 3,630 ₹95,069.7 |
| 1.00 | 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. | 121.5 | cum | 600 ₹72,900 | 342 ₹41,553 Lowest |
| 1.00 | 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. | 40.5 | cum | 3,100 ₹1,25,550 | 2,270 ₹91,935 Lowest |
| 1.00 | 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) | 60.75 | cum | 7,680 ₹4,66,560 Lowest | 8,550 ₹5,19,412.5 |
| 1.01 | OD168529/2025-2026:Extra for making chequres of approved patterns on cement concrete floors, steps, landings, pavements etc. | 405 | sqm | 119 ₹48,195 | 100 ₹40,500 Lowest |
| 1.01 | OD168530/2025-2026:
Fabricating and fixing of "name Board" using MS Angles MS Sheet with painting and lettering including, including all expences Board using angle ISA 30mmx30mmx5mm (unit wt. 1.80) as horizontal frame and ISA 25mmx25mmx5mm(unit wt.) as Verticals (size of board 0.9mx0.6m) ISA post as 40mmx40mmx5mm (unit wt.2.00) 1mm thick GI Sheet as board etc. complete. | 1 | no | 10,000 ₹10,000 | 3,800 ₹3,800 Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,108
Closing Date
14 Mar 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_839104_2
EE/LSGD/KKD/333/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
Olavanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,108
Yes
17 Oct 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
14 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LAC ADS 2025-26 Sri.PTA Rahim MLA - Melampurath meethal manakkott meethal road Olavanna pt | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 32.4 | cum | - | - |
| 1.002 | OD168528/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR) | 26.19 | cum | - | - |
| 1.003 | 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. | 121.5 | cum | - | - |
| 1.004 | 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. | 40.5 | cum | - | - |
| 1.005 | 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) | 60.75 | cum | - | - |
| 1.006 | OD168529/2025-2026:Extra for making chequres of approved patterns on cement concrete floors, steps, landings, pavements etc. | 405 | sqm | - | - |
| 1.007 | OD168530/2025-2026:
Fabricating and fixing of "name Board" using MS Angles MS Sheet with painting and lettering including, including all expences Board using angle ISA 30mmx30mmx5mm (unit wt. 1.80) as horizontal frame and ISA 25mmx25mmx5mm(unit wt.) as Verticals (size of board 0.9mx0.6m) ISA post as 40mmx40mmx5mm (unit wt.2.00) 1mm thick GI Sheet as board etc. complete. | 1 | no | - | - |
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