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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₹3.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹29,910.45 (9.55%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.6 L+₹43,135.97 (13.8%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ABDULSATHAR C P L3 | E P CHANDRAN L1 | SAJEEVAN. P L2 |
|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRTE | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 45.9 | cum | 57.79 ₹2,652.56 | 50.8 ₹2,331.72 Lowest | 55.65 ₹2,554.34 |
| 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. | 18.36 | cum | 2,032.14 ₹37,310.09 | 1,786.25 ₹32,795.55 Lowest | 1,956.75 ₹35,925.93 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 30.15 | cum | 541.18 ₹16,316.58 | 475.69 ₹14,342.05 Lowest | 521.1 ₹15,711.17 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 14.6 | cum | 360.96 ₹5,270.02 | 317.29 ₹4,632.43 Lowest | 347.57 ₹5,074.52 |
| 1.00 | OD395085/2025-2026:Granular sub-base /base/base/surface course with loacalmaterial (Table 400.13)by mix in place method normal. Constructionof granular sub-base by providing local material spreading in uniform layers by manual means on prepared surface,mixing by mixin place method andcompacting manually(ii)Using Gravel mix soil | 5.84 | cum | 1,899.73 ₹11,094.42 | 1,669.85 ₹9,751.92 Lowest | 1,829.25 ₹10,682.82 |
| 1.01 | 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) | 36.3 | cum | 7,819.3 ₹2,83,840.59 | 6,873.13 ₹2,49,494.62 Lowest | 7,529.2 ₹2,73,309.96 |
Tender Value
₹4.1 L
EMD Value
₹10,174
Closing Date
9 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
PRIYA R NAIR
LID EW SECTION CHIRAKKAL GP
CHIRAKKAL GP PR NO 335/2025-26-Footpath Concreting towards Kunnumkai Najma Teacher Road
2025_LSGD_824333_38
AE/LIDEW/CKL/05/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
CHIRAKKAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹900
Yes
₹10,174
Yes
20 Feb 2026
31 Dec 2025
12 Jan 2026
31 Dec 2025
9 Jan 2026
31 Dec 2025
FOOTPATH CONCRTE
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD395085/2025-2026:Granular sub-base /base/base/surface course with loacalmaterial (Table 400.13)by mix in place method normal. Constructionof granular sub-base by providing local material spreading in uniform layers by manual means on prepared surface,mixing by mixin place method andcompacting manually(ii)Using Gravel mix soil
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)
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