Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC POOKKATH HOUSE ULLANAM P O KOLATHINGAL CHERANANGADI MALAPPURAM 676303 | MALAPPURAM | MALAPPURAM | KERALA | 676303 | ₹16.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.2 LRejected-AOC VADAKE EDIVETTIYAKATH EZHUGANIYIL HOUSE KANUR | KANNUR | KERALA | 670001 | ₹17.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹17.5 LRejected-AOC | ₹17.5 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | PULIKKALAKATH FAIZAL L3 | VEA SHANAVAS L2 | P HAMZA HAJI L1 |
|---|---|---|---|---|---|---|
| 1.00Rectification of CGPS surfacing | ||||||
| 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> | 580 | sqm | 5.92 ₹3,433.6 | 5.92 ₹3,433.6 | 5.72 ₹3,317.6 |
| 1.00 | 3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 580 | sqm | 61.45 ₹35,641 | 61.45 ₹35,641 | 59.4 ₹34,452 |
| 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 | 206.2 | cum | 49.25 ₹10,155.35 | 49.25 ₹10,155.35 | 47.61 ₹9,817.18 |
| 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 | 122.1 | cum | 3,311.46 ₹4,04,329.27 | 3,200 ₹3,90,720 | 3,201.19 ₹3,90,865.3 |
| 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. | 814 | sqm | 1,189.92 ₹9,68,594.88 | 1,180 ₹9,60,520 | 1,150.3 ₹9,36,344.2 |
| 1.01 | 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. | 10.5 | cum | 6,759.76 ₹70,977.48 | 6,759 ₹70,969.5 | 6,534.66 ₹68,613.93 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 12.6 | cum | 8,168.76 ₹1,02,950.88 | 8,168 ₹1,02,941.3 | 7,896.74 ₹99,522.61 |
| 1.01 | 12.8.E.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M25 - Using Concrete Mixer - (Without formwork) | 5.84 | cum | 8,631.39 ₹50,407.32 | 8,631 ₹50,405.04 | 8,343.96 ₹48,728.73 |
| 1.01 | 8.1.B:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 | 180 | metre | 401.45 ₹72,261 | 401 ₹72,180 | 388.08 ₹69,854.4 |
Tender Value
₹17.5 L
EMD Value
₹43,643
Closing Date
31 Jan 2026, 5:00 pmClosed
Executive Engineer
O/O Executive EngineerPWDBridges DivisionPalakkad
GENERAL-Urgent interlocking work on approach road of Thazhepalam Parallel Bridge -Urgent interlocking work for Thazhepalam Parallel Bridge approach road at Tanur side in Tirur LAC in Malappuram district-General Civil Work
2026_PWD_829878_1
PWD/BR/TR/12491/2025_5_1_1/1
Open Tender
Civil Works - Bridges
TIRUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹43,643
Yes
29 Jun 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
Rectification of CGPS surfacing
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>
3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.E.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M25 - Using Concrete Mixer - (Without formwork)
8.1.B:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm
55.12:Providing and fixing of median marker<br> Providing and fixing of median marker made of tough, high impact resistant, injection-molded, thermoplastic body having a mnimum Notched Izod Impact strength value of 600J/m at room temperature, when tested accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerted weathering for 1000hrs as per ASTM G155 or UL 746C. The Median marker shall have, fluorescent yellow color retro-reflective sheeting min 10cmx10cm/10cm dia size with reflectivity values as per IRC:67 and ASTM D4956 type XI specifications , edge protected with no exposed edges to prevent edge lifting, vandalism, sheeting damage, etc. and fixed by a combination of epoxy adhesive and anchoring
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1393870.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 • 8.70 MB
BOQ_1393870.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid