Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.4 L+₹476.55 (0.08%)Admitted-Fee/PreQual/Technical/Finance | ₹6.4 L+₹476.55 (0.08%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNIL KUMAR.J L1 | VISHNU S T L2 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 446 | sqm | 16.34 ₹7,287.64 | 16 ₹7,136 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) | 66.9 | cum | 9,381.49 ₹6,27,621.68 Lowest | 9,390.88 ₹6,28,249.87 |
Tender Value
₹6.4 L
EMD Value
₹15,889
Closing Date
14 Aug 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW VILAPPIL GP PIN 695573
94/2026-27 RENOVATION WORKS TO PIRAYIL C.S.I CHURCH-THOPPIL ROAD IN WARD 16
2026_LSGD_864729_6
1(7)/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Vilappil grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,889
Yes
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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) | - | cum | - | - |
stage.html
html • 0.02 MB
finance_1463217.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.86 MB
Epayment_form.pdf
Tender Documents • 0.23 MB
Affidavit.pdf
Tender Documents • 0.39 MB
formoftender.pdf
Tender Documents • 0.45 MB
BOQ_1463217.xls
BOQ • 0.30 MB
94sbd.pdf
Tender Documents • 0.85 MB
Integritycertificate.pdf
Tender Documents • 0.23 MB
Preliminaryagreement.pdf
Tender Documents • 0.46 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .