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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-Finance | ₹10.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.8 L+₹22,278.50 (2.10%)Accepted-Finance VADAKE EDIVETTIYAKATH EZHUGANIYIL HOUSE KANUR | KANNUR | KERALA | 670001 | ₹10.8 L+₹22,278.50 (2.10%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | VEA SHANAVAS L2 | MOHAMMED SANJEED A P L1 |
|---|---|---|---|---|---|
| 1.00Restoration | |||||
| 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 | 117.69 | cum | 46 ₹5,413.74 | 45.8 ₹5,390.2 Lowest |
| 1.00 | OD54457/2026-2027:Supplying and filling with granular material in the slushy area under culvert culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete (Item no 13.9.A). | 46.65 | cum | 1,527 ₹71,234.55 | 1,495.87 ₹69,782.34 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 | 34.99 | cum | 3,145 ₹1,10,037.26 | 3,079.66 ₹1,07,751.14 Lowest |
| 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. | 31.39 | cum | 3,200 ₹1,00,441.6 | 3,135.44 ₹98,415.19 Lowest |
| 1.00 | 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. | 209.25 | sqm | 93 ₹19,460.25 | 90.23 ₹18,880.63 Lowest |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 209.25 | sqm | 22 ₹4,603.5 | 21.41 ₹4,480.04 Lowest |
| 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. | 233.25 | sqm | 18 ₹4,198.5 | 17.47 ₹4,074.88 Lowest |
| 1.01 | OD54756/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. By Manual means ( Ref. Morth spec no 5.7.2) | 418.5 | sqm | 235 ₹98,347.5 | 230.63 ₹96,518.66 Lowest |
| 1.01 | OD54757/2026-2027:Filling up potholes with bituminous ready mix compound (25kg) and compacting by ramming
to get a compact surface including of cost of material, laying charges, transportation to site etc
complete Rate is arrived for a bag of 25kg | 401 | each | 730 ₹2,92,730 | 714.99 ₹2,86,710.99 Lowest |
Tender Value
₹11.4 L
EMD Value
₹28,455
Closing Date
19 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer , PWD Roads Subdivision Tirur
Restoration work of Airtel for various roads-Restoration work of Airtel for various roads BP Angadi -Mangattiri -Vettom Road,BP Angadi -Kuttippuram Road ,Tirur- Ettrikadav-Paravanna Road,Mangattiri - Pookaitha - Pullooni Road,Mangattiri - Ari
2026_PWD_865174_1
PWD/RB/5593/2026-2027Dated 11-08-2026
Open Tender
Civil Works - Roads
Item Rate
120 days
TIRUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹28,455
22 Sept 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
19 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Restoration | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD54457/2026-2027:Supplying and filling with granular material in the slushy area under culvert culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete (Item no 13.9.A). | 1 | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | - | sqm | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | OD54756/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. By Manual means ( Ref. Morth spec no 5.7.2) | - | sqm | - | - |
| 1.009 | OD54757/2026-2027:Filling up potholes with bituminous ready mix compound (25kg) and compacting by ramming
to get a compact surface including of cost of material, laying charges, transportation to site etc
complete Rate is arrived for a bag of 25kg | - | each | - | - |
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