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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹3,049.49 (0.72%)Rejected-AOC | ₹4.2 L+₹3,049.49 (0.72%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical KERALA KL | ALAPPUZHA | KERALA | 688548 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Shibukumar L6 | BINU.V L7 | SASEENDRAN NAIR S L4 | JAYAN NAIR L5 | AKHIL S KUMAR L2 | THIRUVITHAMCORE LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L8 | SEENA P S L3 | Sreekrishna Constructions L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||||||
| 1.00 | 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. | 255 | sqm | 12.33 ₹3,144.15 | 12.6 ₹3,213 | 12.02 ₹3,065.1 | 12.1 ₹3,085.5 | 14.3 ₹3,646.5 | 20.09 ₹5,122.95 | 12 ₹3,060 | 10 ₹2,550 Lowest |
| 1.00 | OD57118/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. | 18 | cum | 687.29 ₹12,371.22 | 702.34 ₹12,642.12 | 670.42 ₹12,067.56 Lowest | 674.7 ₹12,144.6 | 900 ₹16,200 | 1,088.1 ₹19,585.8 | 671 ₹12,078 | 795 ₹14,310 |
| 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) | 57.38 | cum | 7,366.42 ₹4,22,648.35 | 7,527.73 ₹4,31,903.51 | 7,185.56 ₹4,12,271.51 | 7,231.51 ₹4,14,907.89 | 6,900 ₹3,95,887.5 Lowest | 8,183.35 ₹4,69,519.71 | 7,150 ₹4,10,231.25 | 6,900 ₹3,95,887.5 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 16.57 | cum | 500.17 ₹8,290.32 | 511.14 ₹8,472.15 | 487.95 ₹8,087.77 | 491.03 ₹8,138.82 | 543.8 ₹9,013.49 | 167.4 ₹2,774.66 Lowest | 488.5 ₹8,096.89 | 540 ₹8,950.5 |
Tender Value
₹5.9 L
EMD Value
₹14,813
Closing Date
24 Jul 2026, 6:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer,LSGD Section,Nellanad G.P, Venjaramoodu P.O, Thiruvananthapuram (dist) Pin 695607
Annual Plan-Nellanad GP 23/26-27 Kottukunnam Edavamparambu Road Renovation in ward 1
2026_LSGD_860991_1
23/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
venjaramoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,813
Yes
8 Sept 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD57118/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 1 | cum | - | - |
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