Public Works Department Tender
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Costs
EMD
₹ 48,784Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Deposit Work Due To Jjm Cutting In Vazhakkulam Kothamangalam Road Ch 4 100 To 8 000 General Civil Work
Description
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Contact
Tender Id
2024_PWD_719099_1Bid Award Id
ViewTender No
PWD/RB/TR/20273/2023_5_1_1/1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
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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
96.48
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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
10.8
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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.
10.8
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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.
72
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5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
72
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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.
3300
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OD164799/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness (measurement in m3)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, Vibratory Roller 8 tonne and finishing to the required level and grade by manual means
134.88
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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.
54
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12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
18
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OD54862/2024-2025:Labour engaged for clearing culverts and drain, removing water stagnation, etc
12
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