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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-Finance | 1 | Accepted-Finance 1 | |
| 2 | 2₹2.9 L+₹11,601 (4.13%)Accepted-Finance | 2 | Accepted-Finance 2 |
| Sl No | Description | Qty | Unit | JOB.T.J L1 | P J Constructions L2 |
|---|---|---|---|---|---|
| 1.00Road Construction | |||||
| 1.00 | OD174402/2026-2027: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 (WITH POWER ROLLER) | 77.44 | cum | 1,225 ₹94,870.13 Lowest | 1,303.2 ₹1,00,926.32 |
| 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. <br>(ii) Using Gravel mix soil. | 77.44 | cum | 2,400 ₹1,85,868 Lowest | 2,471.6 ₹1,91,413.06 |
Tender Value
₹2.9 L
EMD Value
₹7,345
Closing Date
26 Sept 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Section office Arookutty
AROOKUTTY GP 2026-27 KADAVIL-KARUNAKARAN ROAD CONSTRUCTIONWARD 4-PROJ NO- 232/27
2026_LSGD_870965_1
232/27
Open Tender
Civil Works - Roads
Item Rate
120 days
Arookutty
Please refer Tender documents.
7 documents required · 7 mandatory
₹650
Yes
₹7,345
Yes
14 Oct 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Construction | |||||
| 1.001 | OD174402/2026-2027: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 (WITH POWER ROLLER) | 77.45 | cum | - | - |
| 1.002 | 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. <br>(ii) Using Gravel mix soil. | 77.45 | cum | - | - |
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