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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.7 LAccepted-AOC | ₹70.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | PAULKANNANTHANAM L3 | MANOJ. K L1 | BAIJU. K L2 | Abdulla K C L4 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A Surfacing Works | |||||||
| 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 | 934.04 | cum | 42.93 ₹40,098.34 | 42.14 ₹39,360.45 | 42.52 ₹39,715.38 | 49.84 ₹46,552.55 |
| 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 | 368.7 | cum | 2,926.11 ₹10.8 L | 2,872.3 ₹10.6 L | 2,897.86 ₹10.7 L | 2,492 ₹9.2 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. | 368.7 | cum | 2,978.41 ₹11.0 L | 2,923.64 ₹10.8 L | 2,949.66 ₹10.9 L | 3,204 ₹11.8 L |
| 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. | 2,458 | sqm | 55.46 ₹1.4 L | 54.44 ₹1.3 L | 54.92 ₹1.3 L | 64.97 ₹1.6 L |
| 1.00 | 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. | 2,458 | sqm | 13.01 ₹31,978.58 | 12.77 ₹31,388.66 | 12.88 ₹31,659.04 | 12.46 ₹30,626.68 |
| 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. | 2,458 | sqm | 10.72 ₹26,349.76 | 10.52 ₹25,858.16 | 10.62 ₹26,103.96 | 11.57 ₹28,439.06 |
| 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) | 122.9 | cum | 7,564.03 ₹9.3 L | 7,424.94 ₹9.1 L | 7,491.01 ₹9.2 L | 7,120 ₹8.8 L |
| 1.01 | 5.6.2.a.1: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 with Anti stripping additive material 1.0 kg per 1 tonne of bitumen, 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<br> Grading - II (13.2 mm Nominal Size) | 73.74 | cum | 12,142.34 ₹9.0 L | 11,919.06 ₹8.8 L | 12,025.12 ₹8.9 L | 10,680 ₹7.9 L |
| 2.00Appendix. B Concrete shoulder | |||||||
Tender Value
₹82.7 L
EMD Value
₹50,000
Closing Date
3 Jan 2026, 2:00 pmClosed
The Superintending Engineer, PWD, Roads , North Ci
The Superintending Engineer, PWD, Roads , North Circle Kozhikode
DEPOSIT Deposit Work Reformation of KWA Pipe Trench between Km 0/400 to 4/751 on Pathipalam Cheruvanchery Road in Kuthuparamba LAC in Kannur District General Civil Work
2025_PWD_823890_1
PWD/RB/TR/2980/2023_12_1_1/1
Open Tender
Civil Works - Roads
180 days
kannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
25 Feb 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
3 Jan 2026
24 Dec 2025
Amount
Appendix-A Surfacing Works
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
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.
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.
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.
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.
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)
5.6.2.a.1: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 with Anti stripping additive material 1.0 kg per 1 tonne of bitumen, 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<br> Grading - II (13.2 mm Nominal Size)
Appendix. B Concrete shoulder
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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)
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
BAIJU. K (BID ID -2451493)
PAULKANNANTHANAM (BID ID -2451537)
Abdulla K C (BID ID -2451708)
Bidder Name
PAULKANNANTHANAM
MANOJ. K
BAIJU. K
Abdulla K C
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