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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹48.0 L+₹2,637.33 (0.05%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹51.4 L+₹3.4 L (7.02%)Admitted-Fee/PreQual/Technical/Finance ANJILIMOOTTIL ASOKAPURAM AE LSGD EDATHALA EDATHALA GRAMA PANCHAYATH EDATHALA PO | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SALAHUDEEN L2 | ABDUL RASHEED A I L3 | shamsu nk L1 |
|---|---|---|---|---|---|---|
| 1.00Kodamkulangara road | ||||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.1 | cum | 2,700 ₹2,970 Lowest | 2,889 ₹3,177.9 | 3,241.48 ₹3,565.63 |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 1 | cum | 6,700 ₹6,700 Lowest | 7,169 ₹7,169 | 17,472.35 ₹17,472.35 |
| 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. | 22.25 | cum | 3,700 ₹82,325 Lowest | 3,959 ₹88,087.75 | 4,477.89 ₹99,633.05 |
| 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. | 296.67 | sqm | 15 ₹4,450.01 Lowest | 16 ₹4,746.67 | 118.94 ₹35,285.57 |
| 1.00 | 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. | 5,130 | sqm | 20 ₹1,02,600 Lowest | 21 ₹1,07,730 | 23.08 ₹1,18,400.4 |
| 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) | 128.25 | cum | 14,000 ₹17,95,500 | 14,980 ₹19,21,185 | 12,765.59 ₹16,37,186.92 Lowest |
| 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) | 38.48 | cum | 20,000 ₹7,69,500 | 21,400 ₹8,23,365 | 17,978.93 ₹6,91,739.33 Lowest |
| 1.01 | 55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix 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 (using 7% shredded plastic) Grading - II (13.2 mm nominal size) | 38.48 | cum | 20,000 ₹7,69,500 | 21,400 ₹8,23,365 | 17,999.52 ₹6,92,531.53 Lowest |
| 1.01 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 148.5 | sqm | 537.68 ₹79,845.48 Lowest | 575 ₹85,387.5 | 650.59 ₹96,612.62 |
Tender Value
₹41.8 L
EMD Value
₹50,000
Closing Date
7 Oct 2026, 2:00 pmClosed
Executive Engineer
O/o Executive Engineer, PWD Roads Division, Kakkanadu.
GENERAL-Budget work2026-2027. Providing BM and BC to Kodamkulangara road Ch.0-000 - 0-450-civil work-General Civil Work
2023_PWD_572294_2
PWD/RB/TR/2966/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
150 days
Kakkanadu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
9 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kodamkulangara road | |||||
| 1.001 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.1 | cum | - | - |
| 1.002 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 1 | cum | - | - |
| 1.003 | 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. | 22.25 | cum | - | - |
| 1.004 | 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. | 296.67 | sqm | - | - |
| 1.005 | 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. | 5,130 | sqm | - | - |
| 1.006 | 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) | 128.25 | cum | - | - |
| 1.007 | 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) | 38.48 | cum | - | - |
| 1.008 | 55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix 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 (using 7% shredded plastic) Grading - II (13.2 mm nominal size) | 38.48 | cum | - | - |
| 1.009 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 148.5 | sqm | - | - |
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