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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₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.2 L+₹5,054.51 (4.36%)Admitted-Fee/PreQual/Technical/Finance JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.3 L+₹8,994.60 (7.75%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.3 L+₹13,428 (11.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DILEEP KUMAR K V L3 | N V RAMESH L1 | K M SREEKUMAR L2 | DILRAJ K DILEEP L4 |
|---|---|---|---|---|---|---|---|
| 1.00Irish drain | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 10.8 | cum | 66 ₹712.8 | 60 ₹648 Lowest | 64.17 ₹693.04 | 70 ₹756 |
| 1.00 | OD215191/2026-2027: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 plate compactor to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 7.2 | cum | 2,200 ₹15,840 | 1,900 ₹13,680 Lowest | 2,257.17 ₹16,251.62 | 2,400 ₹17,280 |
| 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) | 9 | cum | 9,186 ₹82,674 | 8,600 ₹77,400 Lowest | 8,819.26 ₹79,373.34 | 9,500 ₹85,500 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.7 | cum | 9,554 ₹25,795.8 | 9,000 ₹24,300 Lowest | 9,172.04 ₹24,764.51 | 9,600 ₹25,920 |
Tender Value
₹1.3 L
EMD Value
₹3,153
Closing Date
4 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER NENMANIKKARA GP CHITTISSERY P O THRISSUR
Project No 259 2027 Kizhakkumuri road maintenance and Irish drain
2026_LSGD_880772_15
2/AE/LSGD/NMR/26-27
Open Tender
Civil Works - Roads
Item Rate
360 days
chittissery
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,153
Yes
7 Nov 2026
24 Oct 2026
7 Nov 2026
24 Oct 2026
4 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Irish drain | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 10.8 | cum | - | - |
| 1.002 | OD215191/2026-2027: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 plate compactor to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 7.2 | cum | - | - |
| 1.003 | 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) | 9 | cum | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.7 | cum | - | - |
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