Hapur Pilakhua Development Authority Tender

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Hapur Pilakhua Development Authority - HPDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Sep 2024
Closing Date11 Sep 2024
Tender Amount₹ 56,56,275 
Notes
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Costs

Description

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Providing and laying dense graded bituminous macadam with higher capacly batch type HMP using crushed specified groding, premixed with bituminous binder @ 45 per cent by weight of total mix and file transporting the hot mbx to work sto laying with a hydrostatic paverinisher with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smooth mheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects.

195

1936389

9930.2

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Providing and laying bituminous concrete (Gr-il) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading. premixed with bituminous binder (VG-30) @ 5.00 per cent of mix and filler. transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12. (Using Plastic waste @ 6% of Bitumen Weight)

117

1320614

11287.3

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Road Marking with Hot Applied Thermoplastic Compound with M Reflectorising Glass Beads on Bituminous Surface. (Repeated/80 Tranvers bar) Providing and laying of hot applied thermoplastic compound 2.5 sqr thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

185

114330

618

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Earthwork in cutting or in embankment in ordinary soil, excavtion to be done from regular pits not exceeding 1/2m in depth and work embankment to be in 20cm layer including ramming and dressing the surface required levels and slopes and also including 1.5m lifts and lead up to 8km. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the Engineer in charge, including the cost of royalty of earth

400

132040

330.1



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