Public Works Department Tender

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409.As per MORTH Data Book & Specification clause 8.2-409

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Road Delinator Providing and fixing of standard metal Delineator as per IRC 79 -2019 consisting of minimum Retro reflactive unit exposed area of 330 sqcm in white colour,full cube corner micro prismatic non metallic retroreflective sheeting on each side conforming with IRC 67-2012 and meeting the cofficient of retro reflection value as per ASTM D 4956 type XI table specification ,The Delineator shall be painted with powder coat of minimum 40 micron thickness, on top of which Retro reflective sheeting shall be pasted on both side.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground ,width not less than 100mm and shall extend not more than 300mm below the ground while being installed .The front and back face of the Delineators should be curved with radius of not more than 200mm & width delta angle (or central angle of curve) laying between 20 Degree & 30 Degree ,to increase the visibility of the Delineator for vehicals moving in continous curves. The Delineator shall have grooves acroos the length to make the Reflective sheets bundel -proof . The Retroreflactive sheeting shall be tested for 3 year weathering test in indian condition as per IRC 67-2012 & proof of the same in form of Government report shall be uploded which Quoting tender. If some how tender pre qualification condition do not ask for government report than the report shall be submitted to Engineer -in -charge before finilization of bill .The deleneator is ment for application on gaps in median ,traffic island ,dangerous bends ,round about ,narrow brides etc.Or as desired by site Engineer.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing TRAFFIC SIGNS- HAZARD MARKER (LEFT & RIGHT)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing Caution Board 80 x60 mm rectangular with diffinitation plate (20 x 60 cm) (As per Lucknow SOR )

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M15

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 using batching plant & manual placing