Works Department Tender

Cleaning the existing granular base/B.T. surface including removal of binding materials and other foreign materials with wire brushes etc. complete

Providing and fixing of retro- reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheetingg of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vise clause 801.3 fixed over aluminium sheeting,2.0 mm thick as per clause 6.5.2 of IRC 67-2012 or Aluminium composit pannel (ACP) used sign boards with thermoplastic core of low density poluthylence between two thick sheet of aluminium with ovwer all thickness of 4mm and aluminium thickness 0.5mm of both side support and aluminium angle post 75mm x 75 mm x 6mm,2nos and 3 nos horizontal and 1 no vertical extra supporting menbewr of M.S angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Flank dressing to proper camber to proper slope and camber including cost of all labour, T&P etc as direction of E.I.C.

b) 200 mtr stone

Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick B U S G in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips completed as per specification and direction of Engineer-in-Charge. Per 1 Sqm. (Data for 1.609 Km X 3.66 Mt. = 5889 Sqm.)

Labour for spreaing moorum etc. complete including cost of all labours T & P materials required for work as per specification and direction of Engineer-in- Charge but including moorum cost and conveyance of moorum (Data for 1.00 cum.)

Providing & laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works (4th Revision)(A/R-2006 page-175 item No-47).

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only

c)Guard stone

Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 506.(First Coat Surface Dressing)

a)Ordinary KM stone