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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 L+₹13,260.33 (4.52%)Rejected-AOC | ₹3.1 L+₹13,260.33 (4.52%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-GST not uploaded |
| Sl No | Description | Qty | Unit | shamsu nk L1 | shiyas L2 |
|---|---|---|---|---|---|
| 1.00Road Cutting Restoration | |||||
| 1.00 | 2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar <br> | 6.75 | cum | 760.88 ₹5,135.94 | 200 ₹1,350 Lowest |
| 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 | 13.5 | cum | 47.24 ₹637.74 Lowest | 200 ₹2,700 |
| 1.00 | OD100054/2025-2026:Granular sub base/base/surface course with local materials (table 400.13) by mix in place
method normal.Construction of granular sub base by providing local materials spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once and compacting with iron rammer to achieve the desired density completeas
per caluse401.4 as per Technical specification clause 408. | 20.25 | cum | 1,190.12 ₹24,099.93 Lowest | 1,700 ₹34,425 |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 13.5 | cum | 3,524.24 ₹47,577.24 | 3,200 ₹43,200 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. | 10.12 | cum | 3,468.99 ₹35,123.52 Lowest | 3,600 ₹36,450 |
| 1.01 | 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. | 67.5 | sqm | 59.93 ₹4,045.28 Lowest | 63 ₹4,252.5 |
| 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) | 4.09 | cum | 8,565.03 ₹35,022.41 Lowest | 9,000 ₹36,801 |
| 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. | 356.78 | sqm | 11.65 ₹4,156.49 Lowest | 12.28 ₹4,381.26 |
| 1.01 | 5.6.2.a: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, 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 For Grading - II (13.2 mm Nominal Size) | 9.62 | cum | 13,523.31 ₹1,30,161.86 Lowest | 14,000 ₹1,34,750 |
Tender Value
₹3.1 L
EMD Value
₹7,731
Closing Date
10 Oct 2025, 11:30 amClosed
Assistant Executive Engineer
PWD Roads Subdivision Ernakulam
The estimate includes Provision for dismantling,Earth work ,GSB,WMM ,BM and BC
2025_PWD_795585_2
PWD/RB/TR/13765/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Ernakulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹685
₹7,731
Yes
3 Jul 2026
29 Sept 2025
13 Oct 2025
29 Sept 2025
10 Oct 2025
29 Sept 2025
Amount
Road Cutting Restoration
2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar <br>
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
OD100054/2025-2026:Granular sub base/base/surface course with local materials (table 400.13) by mix in place method normal.Construction of granular sub base by providing local materials spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with iron rammer to achieve the desired density completeas per caluse401.4 as per Technical specification clause 408.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.
5.3.2.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)
5.2.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.
5.6.2.a: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, 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 For Grading - II (13.2 mm Nominal Size)
OD113148/2025-2026:Engaging man Mazdoor for various works
shiyas (BID ID -2376810)
Bidder Name
shiyas
shamsu nk
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