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Tender ID
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₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.3 L+₹32,878.49 (4.75%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.0 L+₹1.1 L (15.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L3 | SAGAR L2 | ALAN SEBASTIAN MATHEW L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 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. | 79.88 | cum | 62.27 ₹4,973.82 | 54 ₹4,313.25 Lowest | 54.03 ₹4,315.65 |
| 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. | 53.25 | cum | 2,189.89 ₹1,16,611.64 | 2,156 ₹1,14,807 | 1,899.92 ₹1,01,170.74 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) | 79.88 | cum | 8,426.29 ₹6,73,049.91 | 7,550 ₹6,03,056.25 | 7,310.39 ₹5,83,917.4 Lowest |
| 1.00 | OD195603/2026-2027:Supplying and fitting name boards of size 75cmx45cm,made with GI plain sheets1.25mm thick(classIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos .32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete1:2:4,30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | no | 3,399.59 ₹3,399.59 | 3,055 ₹3,055 | 2,949.22 ₹2,949.22 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,134
Closing Date
29 Oct 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, LID EW Subdivision, Peravoor Block Panchayat
Annual Plan-Peravoor BP - Proj.no-79/26-27 Construction of Vengakkandi Kavinmoola High school Road(Ch.0/710km to Ch.0/891.5km) Malur G P.-General Civil Work
2026_LSGD_881262_1
AE/LID EW/PVRBP/26-27/Phase3
Open Tender
Civil Works - Roads
Item Rate
Maloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,134
Yes
2 Nov 2026
22 Oct 2026
31 Oct 2026
22 Oct 2026
29 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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. | 79.88 | 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. | 53.25 | cum | - | - |
| 1.003 | 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) | 79.88 | cum | - | - |
| 1.004 | OD195603/2026-2027:Supplying and fitting name boards of size 75cmx45cm,made with GI plain sheets1.25mm thick(classIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos .32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete1:2:4,30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | no | - | - |
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