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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹2,614.51 (0.99%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.8 L+₹13,288.72 (5.02%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ar C Designs and Construction L2 | ARUNKUMAR.A L3 | Febin V G L1 |
|---|---|---|---|---|---|---|
| 1.00Arekulam road | ||||||
| 1.00 | OD354997/2025-2026: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 (WITHOUT POWER ROLLER) Gravel | 20.36 | cum | 1,200 ₹24,438 | 1,239.55 ₹25,243.44 | 1,173 ₹23,888.15 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. | 2.58 | cum | 2,100 ₹5,428.5 Lowest | 2,302.87 ₹5,952.92 | 2,247 ₹5,808.5 |
| 1.00 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 15.2 | cum | 3,100 ₹47,104.5 | 3,221.46 ₹48,950.08 | 3,067 ₹46,603.07 Lowest |
| 1.00 | OD354854/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1) | 163.9 | sqm | 1,020 ₹1,67,178 | 1,070.06 ₹1,75,382.83 | 1,019 ₹1,67,014.1 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.59 | cum | 9,000 ₹23,310 | 8,727.39 ₹22,603.94 | 8,313 ₹21,530.67 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,319
Closing Date
2 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER AROOR GP
Aroor GP Project No-S0 415/26- 27-completion of Arekulam road tiling in ward 09
2026_LSGD_881931_1
LSGD/CELSGD/TR/135698/2025
Open Tender
Civil Works - Roads
Item Rate
AROOR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹650
Yes
₹7,319
Yes
5 Nov 2026
24 Oct 2026
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Arekulam road | |||||
| 1.001 | OD354997/2025-2026: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 (WITHOUT POWER ROLLER) Gravel | 20.37 | 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. (ii) Using Gravel mix soil. | 2.59 | cum | - | - |
| 1.003 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 15.2 | cum | - | - |
| 1.004 | OD354854/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1) | 163.9 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.59 | cum | - | - |
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