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Tender Value
₹3.3 Cr
EMD Value
₹1 L
Closing Date
9 Jun 2026, 5:00 pm4d left
Superintending Engineer
Office of the Superintending Engineer Roads South Circle, TVPM
GENERALSABARIMALA FESTIVAL 2025 26 Vavvakkavu Vallikkavu road Providing BM and BC to Vavvakkavu Vallikkavu road ch 0000 to 4080General Civil Work
2026_PWD_833905_4
PWD/RB/TR/6587/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Kollam
Refer tender documents
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
30 May 2026
30 May 2026
12 Jun 2026
30 May 2026
9 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1BM&BC | ||||||
| 1.001 | OD271335/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and rerolling | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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