Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 1,45,08,622 
Notes
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Costs

Summary

Strengthening Of Road From Chailengta To Chawmanu Under Chawmanu Assembly Constituency(l-2.60 Km)

Description

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Bituminous Concrete Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent ofmixand filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects. Grading II i.With Viscocity Graded Bitumen of VG 30.

572

21686

12404421

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Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep,450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1. ( i ) 25 mm deep furrow cutting

14300

5

82940

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Road side Pucca drain Constructionof road side pucca drain with M10(1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) In Ordinary Soil

280

4240

1187326

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Surface drain Construction of unlined surface drains of average cross sectional area 0.40sqm in ordinary soil to specified lines,grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead25m)as per MoRDTechnical Specification Clause 307. (i) Surface Drains in Ordinary Soil (B) Mechanical Means

300

21

6570

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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

6240

46

288912



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