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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PKIBRAHIM L1 |
|---|---|---|---|---|
| 1.00Road Cutting Restoration | ||||
| 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 | 87.75 | cum | 42.1 ₹3,694.28 Lowest |
| 1.00 | OD32519/2026-2027: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 complete as per Clause 401.4 as per Technical specification Clause 408. | 23.4 | cum | 1,058.38 ₹24,766.09 Lowest |
| 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 | 17.55 | cum | 3,134.31 ₹55,007.14 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. | 17.55 | cum | 3,085.17 ₹54,144.73 Lowest |
| 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. | 4.5 | sqm | 1,018.19 ₹4,581.86 Lowest |
| 1.01 | OD32518/2026-2027:Engaging Man Mazdoor for various activities clearing road berm, etc. complete. | 10 | no | 951.49 ₹9,514.9 Lowest |
| 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. | 112.5 | sqm | 55.7 ₹6,266.25 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. | 1,012.5 | sqm | 10.36 ₹10,489.5 Lowest |
| 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) | 5.62 | cum | 7,720.07 ₹43,425.39 Lowest |
Tender Value
₹6.3 L
EMD Value
₹15,827
Closing Date
7 Jul 2026, 11:00 amClosed
Assistant executive engineer
Assistant executive engineerPWD Roads Subdivision Ernakulam
restoring the road to BMBC grade including loosening of subsoil and laying of subgrade layers. Items for dismantling the temporary restoration, earthwork, loosening soil, GSB, WMM, Primer Coat and Tack Coat, BM and BC
2026_PWD_855927_2
PWD/RB/TR/8154/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Ernakulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,400
₹15,827
Yes
9 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Cutting Restoration | |||||
| 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 | - | cum | - | - |
| 1.002 | OD32519/2026-2027: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 complete as per Clause 401.4 as per Technical specification Clause 408. | 1 | cum | - | - |
| 1.003 | 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 | - | 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 | 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. | - | sqm | - | - |
| 1.006 | OD32518/2026-2027:Engaging Man Mazdoor for various activities clearing road berm, etc. complete. | - | no | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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) | - | cum | - | - |
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