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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.8 LRejected-AOC | ₹8.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ASHIF K.A L1 | K.M ASHRAF L2 |
|---|---|---|---|---|---|
| 1.00Interlocking Tile 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 | 59.29 | cum | 49 ₹2,905.11 | 52 ₹3,082.98 |
| 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 | 71.05 | cum | 3,594.72 ₹2.6 L | 3,600 ₹2.6 L |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 307.25 | sqm | 1,206.39 ₹3.7 L | 1,300 ₹4.0 L |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 7.02 | cum | 7,328.06 ₹51,442.98 | 7,328.06 ₹51,442.98 |
| 1.00 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 19.23 | cum | 8,162.42 ₹1.6 L | 8,162.42 ₹1.6 L |
| 1.01 | 8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 0.72 | sqm | 9,852.31 ₹7,093.66 | 9,852.31 ₹7,093.66 |
| 1.01 | OD339854/2025-2026:Man/Mazdoor | 2 | no | 1,127.36 ₹2,254.72 | 1,127.36 ₹2,254.72 |
Updated dates
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
11 Mar 2026, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
PWD ROADS SUB DIVISION, KODUNGALLUR
LAC-ADS-MLA-ADS 2025-26 Construction of Inter locking tile road in Puthenchira Panchayath-Prasanthi village branch road in ward 10-MLA-ADS 2025-26-General Civil Work
2026_PWD_842478_1
04/AEE/KDR/2025-26
Open Tender
Civil Works - Roads
90 days
Kodungallur
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
₹21,169
12 Jun 2026
2 Mar 2026
13 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
Interlocking Tile work
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
4.1.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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
OD339854/2025-2026:Man/Mazdoor
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