Public Works Department Tender

Vol 3 Page No.23 SI No.4.2(b) - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (For Grading -V Material) ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.26 SI No.4.17) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.31SI No.5.1(A(i)) - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-III P.No. 93 Item No. 10.15ii - Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-III P.No. 93 Item No. 10.15(i) - Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.31 SI No.5.3 - Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.35 SI no No.5.12C - Dense Graded bitumious macadam grading II for traffic less than 20 MSA Providing and laying dense graded bituminous macadam with 40/60 TPH capacity HMP using crushed agrigates of specific grading premixed with bitumious binder VG30 at 4.5 percent by wight of total mix and filler Transporting the hot mix to worksite llaying with mechanical paver finisher to the required grade level andd alignmnet rolling with smooth wheeled vibrator and tandem roller to achive the desired compaction as per MORTH specification clause no 505 complete in all respects ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.36 SI No.5.16C - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical 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 ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.17 SI No.3.6) - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

PWD SR 2023-24 Vol-1 Page no 7 Sl NO 1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

PWD SR 2023-24 Vol-3 Page no 57 Sl NO. 8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 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 ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-3 P.No. 74 Sl NO 8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's ecommendation and complete as directed by o year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Enginee ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-3 P.No. 55 Sl NO 8.8 - Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.69SI No.8.25 - Providing and erecting a "W" metal beam crash barrier system 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(metal beam crash barrier ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.