Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC | ₹5.2 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹5.2 CrRejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹5.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹5.4 CrRejected-Finance | ₹5.4 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹5.7 CrRejected-Finance | ₹5.7 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹5.9 CrRejected-Finance KANNUR | KERALA | 670001 | ₹5.9 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | PTS HITECH PROJECTS INDIA PRIVATE LIMITED L4 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 | peruvayal construction co. L3 | B.M. Mohammed Kunhi L1 | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD FORMATION WORK | ||||||||
| 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 | 1,103.2 | cum | 150 ₹1.7 L | 195 ₹2.2 L | 49.5 ₹54,608.40 | 44.23 ₹48,794.54 | 44.32 ₹48,893.82 |
| 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 | 9,902 | sqm | 20 ₹2.0 L | 14 ₹1.4 L | 6.1 ₹60,402.20 | 5.32 ₹52,678.64 | 5.33 ₹52,777.66 |
| 1.00 | 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. | 1,278 | cum | 150 ₹1.9 L | 192 ₹2.5 L | 91 ₹1.2 L | 82.57 ₹1.1 L | 82.75 ₹1.1 L |
| 1.00 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 2,315.4 | cum | 3,050 ₹70.6 L | 3,000 ₹69.5 L | 3,050 ₹70.6 L | 2,973.69 ₹68.9 L | 2,980.28 ₹69.0 L |
| 1.00 | 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. | 2,287.5 | cum | 3,050 ₹69.8 L | 3,050 ₹69.8 L | 3,060 ₹70.0 L | 3,027.55 ₹69.3 L | 3,034.26 ₹69.4 L |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 15,000 | sqm | 75 ₹11.3 L | 66 ₹9.9 L | 63 ₹9.4 L | 56.65 ₹8.5 L | 56.77 ₹8.5 L |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 30,080 | sqm | 15 ₹4.5 L | 16 ₹4.8 L | 12.5 ₹3.8 L | 10.97 ₹3.3 L | 11 ₹3.3 L |
| 1.01 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 741.5 | cum | 9,500 ₹70.4 L | 9,429 ₹69.9 L | 9,000 ₹66.7 L | 7,821.59 ₹58.0 L | 7,838.92 ₹58.1 L |
| 1.01 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | 251.4 | cum | 13,000 ₹32.7 L | 13,910 ₹35.0 L | 12,600 ₹31.7 L | 12,490.14 ₹31.4 L | 12,517.82 ₹31.5 L |
Tender Value
₹5.8 Cr
EMD Value
₹2 L
Closing Date
29 Oct 2025, 2:00 pmClosed
The Superintending Engineer, PWD, Roads , North Ci
The Superintending Engineer, PWD, Roads , North Circle, Kozhikode
GENERAL Nava Kerala Sadas 2024 25 Improvements to Mathara Palazhi Kuttikattoor road Working Chainage Mundupalam to Kuttikattoor General Civil Work
2025_PWD_811032_1
PWD/RB/TR/107602/2021_5_1_1/1
Open Tender
Civil Works - Roads
270 days
Kozhikode
Please refer Tender documents.
10 documents required · 10 mandatory
₹11,025
Yes
₹2 L
Yes
30 Dec 2025
16 Oct 2025
31 Oct 2025
16 Oct 2025
29 Oct 2025
16 Oct 2025
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1354019.xls
BOQ • 0.33 MB
viewsbd.pdf
Tender Documents • 1.85 MB
Download all tender documents and submit your bid