Public Works Roads Department Tender

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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Ce/maint/sopd/18-19/morigaon-07 Widening And Strengthening Of Hekodangbori Mikirbheta Bhurbandha Khatarbori Road in Marigaon, Assam, with an estimated contract value of Rs. 6,22,51,000. The bid opening date for this tender is 20-12-2018 and the last date for bid submission is 03-01-2019. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Roads Department - PWRD Tender

Opening Date20 Dec 2018
Closing Date3 Jan 2019
Tender Amount₹ 6,22,51,000 
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

39375

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9.76

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Providing and laying Interlocking Concrete Block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.-Including Edge block/ Edge restraints

18375

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1104.7

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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. With rockdustas filler ( refer table 500-9 of MoSRT&H specification)-with 60/70 or VG-30 grade bitumen-for Grading I ( 13 mm nominal size )

984.38

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14729.67

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Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means -Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

39375

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21.11

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405-By Manual Means -Using stone screening Type-B 11.2 mm for Gr.III

2418.54

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3992.43

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Low porosity-Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

13872.16

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31.67

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Granular Sub-base with Well Graded Material (Table 400.1): Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401-For Grading II Material

2296.88

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2313.54



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