Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date18 Oct 2019
Closing Date24 Oct 2019
Tender Amount₹ 22,90,000 
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BOQ Items

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc

50

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Providing and laying non pressure NP3 class R.C.C hume pipe with collar jointed with stiff mixture of cement mortar in the proporation of 1:2 (1 cement: 2fine sand) including earthern shoulders all leads, lifts and carriage complete

3

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Providing and laying spreading and compacting crushed and granular material mix with water in mechanical wet mix plant of 75 tonne capacity carriage of mix material to site by tipper laying into uniform layer having compact thickness of 75mm each with motor grades of adequate capacity in blade having hydraulic control suitable for adjustment or with paver finisher in sub base/ base course on well prepared sub grade and compacting with vibratory roller 8 to 10 tonne to achieve the desired density and laid in line, grade and cross section as approved by the Engineer-in-charge as per MoRT&H specification (all inclusive).

240

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Construction of granular sub-base by providing close "graded Material conforming to specification, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specifed thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25. Complete job.

270

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Providing and laying 25mm Thick semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.0) percent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction as per MoRTH specification clause No. (508) including dressing of berm by cutting/filling with RBM upto 1.00 mt. width on both sides of the road surface as per requirement at site (Bitumen used shall be of Viscosity grade 30) including cost of tar, all carriages, leads, lifts complete.

4950

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