Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 CrAccepted-AOC STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | ₹4.6 Cr | 1 | Accepted-AOC EE/LIDEW/MPM/028/26-27 |
| Sl No | Description | Qty | Unit | CM ASHARAF L1 |
|---|---|---|---|---|
| 1.00Road work | ||||
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 14,064 | sqm | 7 ₹98,448 Lowest |
| 1.00 | OD449503/2025-2026:Modi Data of 2.5.2.A: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> WBM course - By Mechanical Means<br> | 1,125.9 | cum | 240 ₹2,70,216 Lowest |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 1,296.36 | cum | 68 ₹88,152.48 Lowest |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 351 | cum | 50 ₹17,550 Lowest |
| 1.00 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 690.75 | cum | 500 ₹3,45,377.5 Lowest |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 1,176.74 | cum | 92 ₹1,08,260.54 Lowest |
| 1.01 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 1,157.76 | cum | 3,600 ₹41,67,936 Lowest |
| 1.01 | OD437181/2025-2026:Construction of granular sub-base by providing Departmental GSB materials obtained from Scarified portion of Existing WBM, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 675.54 | cum | 140 ₹94,575.6 Lowest |
| 1.01 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 2,755.35 | cum | 3,600 ₹99,19,260 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹1 L
Closing Date
29 May 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
GENERAL-Budget - 2025-26- Annexure II, - Vol -II, Sl No 1412-Improvement of Kavumpuram Block Office KakkanchiraKadampuzha Road using BM and BCGeneral Civil Work (Retender)
2026_LSGD_849627_1
DB1/TN/EE/02/26-27
Open Tender
Civil Works - Roads
Item Rate
515 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹9,759
₹1 L
Yes
11 Aug 2026
8 May 2026
1 Jun 2026
8 May 2026
29 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 1.002 | OD449503/2025-2026:Modi Data of 2.5.2.A: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> WBM course - By Mechanical Means<br> | - | cum | - | - |
| 1.003 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 1 | cum | - | - |
| 1.004 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 1.005 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 1 | cum | - | - |
| 1.006 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 1 | cum | - | - |
| 1.007 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 1 | cum | - | - |
| 1.008 | OD437181/2025-2026:Construction of granular sub-base by providing Departmental GSB materials obtained from Scarified portion of Existing WBM, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 1 | cum | - | - |
| 1.009 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1435640.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.04 MB
PRELIMINARY AGREEMENT.pdf
Tender Documents • 0.15 MB
E-PAYMENT.pdf
Tender Documents • 0.01 MB
FORM OF TENDER.pdf
Tender Documents • 0.18 MB
INTEGRITY PACT.pdf
Tender Documents • 0.05 MB
AFFIDAVIT.pdf
Tender Documents • 0.35 MB
01SBD.pdf
Tender Documents • 2.51 MB
01.pdf
Tender Documents • 0.10 MB
01NIT.pdf
Tender Documents • 0.02 MB
BOQ_1435640.xls
BOQ • 0.34 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 .