Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date14 May 2020
Closing Date8 Jun 2020
Tender Amount₹ 50,29,968 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC and 4% cement (OPC) in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 80-100 KN weight to achive the desired density including lighting, barricading and maintenance of diversion, etc as per Technical Specification Clause 400.11 & 400.12 and Technical Specification Clause 406.

253

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4950

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Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1

645

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85

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Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

3375

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9.5

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508

3375

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157

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510

3375

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50.5

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Construction of Gule Culvert 300 mm Dia Hume pipe as per direction of Engineer in charge. 3 No. x 2.50 Mt = 7.50 RM)

2

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13500

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Construction of Pipe Culvert 600 mm Dia Hume pipe as per direction of Engineer in charge. 3 No. x 2.50 Mt = 7.50 RM)

1

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85000



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