Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC | ₹5.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.9 Cr+₹73,302.18 (0.12%)Rejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹5.9 Cr+₹73,302.18 (0.12%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHAJI V J L1 | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00HELIPAD CONSTRUCTION | |||||
| 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 | 4,781.25 | cum | 49.34 ₹2,35,906.88 | 46.33 ₹2,21,515.31 Lowest |
| 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 <br> | 3,150 | sqm | 5.96 ₹18,774 | 5.6 ₹17,640 Lowest |
| 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 | 2,700 | cum | 3,000 ₹81,00,000 Lowest | 3,157.82 ₹85,26,114 |
| 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. | 800 | cum | 92.04 ₹73,632 | 86.43 ₹69,144 Lowest |
| 1.00 | 12.11.B.9:Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. <br> RCC M40 Grade - Using Batching Plant, Transit Mixer and Concrete Pump (Without form work) | 1,800 | cum | 7,762.14 ₹1,39,71,852 | 7,288.65 ₹1,31,19,570 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 197.36 | MT | 83,412 ₹1,64,61,942.08 Lowest | 88,237.72 ₹1,74,14,331.71 |
| 1.01 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 395.3 | sqm | 501.99 ₹1,98,436.65 | 471.37 ₹1,86,332.56 Lowest |
| 2.00RETAINING WALL AND APROACH ROAD | |||||
| 2.00 | 2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 55 | cum | 1,819.8 ₹1,00,089 | 1,708.79 ₹93,983.45 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹2 L
Closing Date
25 Feb 2026, 2:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD Roads , North circle Kozhikode
GENERAL SASCI 2024 25 Construction of Helipads with Approach roads in Wayanad District General Civil Work General Civil Work 1 Part TS
2026_PWD_833500_2
PWD/RB/TR/3045/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Wayanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹11,025
Yes
₹2 L
Yes
30 Jul 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1HELIPAD CONSTRUCTION | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 <br> | - | sqm | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 12.11.B.9:Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. <br> RCC M40 Grade - Using Batching Plant, Transit Mixer and Concrete Pump (Without form work) | - | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.8 | MT | - | - |
| 1.007 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | - | sqm | - | - |
| 2RETAINING WALL AND APROACH ROAD | |||||
| 2.001 | 2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | - | cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
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 • 0.06 MB
nit.pdf
Tender Documents • 0.04 MB
sbd.pdf
Other Document • 2.06 MB
BOQ_1410472.xls
BOQ • 0.31 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 .