Pradhan Mantri Gram Sadak Yojana Tender

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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Renewal Coat Of Sumlar Surrender Road Packageno. Jk03_131. in Bandipora, Jammu & Kashmir, with an estimated contract value of Rs. 93,69,000. The bid opening date for this tender is 19-05-2023 and the last date for bid submission is 01-06-2023. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Housekeeping Services
Eprocure
Opening Date19 May 2023
Closing Date1 Jun 2023
Tender Amount₹ 93,69,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen Viscosity VG grade 10 including cost of Carriage, loading, unloading etc. (Complete job) (Finshed work to be measured)

18060

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90.76

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Total Construction cost without GST

1

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1

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Bituminous Macadam Surface correction: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen binder @ 3.20 % to 3.50 %,of density, Viscosity VG grade 10 transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Including all carriage, loading unloading leads and lifts). Complete Job (Finshed work to be measured)

27.99

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7840.99

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Restoration of Worn out WBM surface by way of Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including cost of Carriage, loading, unloading etc. (Complete job) (Finshed work to be measured)

7.88

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1988.82

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Scarifying the existing BT surface to a depth of 50-mm and disposal of scarified material with all lifts by mechnical means.

559.86

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4.87



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