Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹15,976.43 (3.23%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.3 L+₹33,519.40 (6.78%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.3 L+₹34,193.46 (6.91%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.4 L+₹44,289.40 (8.95%)Admitted-Fee/PreQual/Technical/Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N SASI L4 | MAYFAIR J M L1 | N GNANA PRAKASH L3 | REJITH R C L2 | DEEPU I S L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANCE | ||||||||
| 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. | 447 | sqm | 12.77 ₹5,708.19 | 16 ₹7,152 | 12.76 ₹5,703.72 | 12.33 ₹5,511.51 | 12 ₹5,364 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) | 67.05 | cum | 7,634.28 ₹5,11,878.47 | 7,100 ₹4,76,055 Lowest | 7,624.51 ₹5,11,223.4 | 7,371.3 ₹4,94,245.67 | 7,840 ₹5,25,672 |
| 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. | 17.88 | cum | 518.37 ₹9,268.46 | 500 ₹8,940 | 517.7 ₹9,256.48 | 500.52 ₹8,949.3 | 330 ₹5,900.4 Lowest |
| 1.00 | OD110707/2026-2027:Supplying and fixing information board 75*60cm using GI pipes and post and MS sheet surrounded by MS angles including painting lettering and fixing in position | 1 | each | 1,985.34 ₹1,985.34 | 2,500 ₹2,500 | 1,982.8 ₹1,982.8 | 1,916.95 ₹1,916.95 Lowest | 2,000 ₹2,000 |
Tender Value
Refer Docs
EMD Value
₹16,931
Closing Date
23 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section, Karakulam GP
Annual Plan-Karakulam GP Project No 37/2026-27 -Improvements to Puravoorkonam Hill top road in ward 13-General Civil Work
2026_LSGD_869626_5
T-03/AE/LIDEW/KKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,931
Yes
7 Oct 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTANCE | |||||
| 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. | 447 | sqm | - | - |
| 1.002 | 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) | 67.05 | cum | - | - |
| 1.003 | 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. | 17.88 | cum | - | - |
| 1.004 | OD110707/2026-2027:Supplying and fixing information board 75*60cm using GI pipes and post and MS sheet surrounded by MS angles including painting lettering and fixing in position | 1 | each | - | - |
stage.html
html • 0.02 MB
finance_1473770.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 • 0.58 MB
Tendernotice_2.pdf
PDF • 0.45 MB
Tendernotice_3.pdf
PDF • 0.25 MB
Tendernotice_4.pdf
PDF • 0.25 MB
Tendernotice_5.pdf
PDF • 0.46 MB
37_SBD.pdf
Tender Documents • 1.83 MB
BOQ_1473770.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .