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Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
8 Jun 2026, 5:00 pm3d left
Superintending Engineer
Office of the Superintending Engineer Roads South Circle, TVPM
GENERALSabarimala Festival 202526 Improvements by providing 40 mm CC and other allied works to Ulacode Paramukku Elayam Road including Vakkanad school from Ch0000 to 3100General Civil Work
2026_PWD_832309_4
PWD/RB/TR/17900/2025_5_1_1/1
Open Tender
Civil Works - Roads
270 days
Kollam
Refer tender documents
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
30 May 2026
30 May 2026
11 Jun 2026
30 May 2026
8 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX A ROAD WORK | ||||||
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD164028/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade using a mechanical paver finisher. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD164086/2025-2026:Excavator for site cleaning and removel of jungle levelling and waste removel from the site | - | hour | - | - | BI01010001010000000000000515BI0100001121 |
| 2APPENDIX B BERM PROTECTION WORK | ||||||
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