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Tender Value
₹32.2 L
EMD Value
₹50,000
Closing Date
8 Jun 2026, 3:15 pm3d left
The Executive Engineer
The Executive Engineer PWD Roads Division Kollam
GENERAL-Budget 2025-26 (Substitution Work) Improvements to Ozhukupara - Thettikkuzhi Road-By providing 40mm Chipping Carpet-General Civil Work
2026_PWD_839994_3
106/EE/ET/2025-26
Open Tender
Civil Works - Roads
180 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
29 May 2026
29 May 2026
10 Jun 2026
29 May 2026
8 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Resurfacing of Carriage Way | ||||||
| 1.001 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD275527/2025-2026: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. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2Berm Protection | ||||||
| 2.001 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2.002 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 2.003 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 3Road Safety Work. | ||||||
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