Public Works Department Tender

5.8-ii-c 5.8-ii-Vol-3 - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

8.15 VOL-3 - 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. ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

8.43 VOL-3 - 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 recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

8.16-iii VOL-3 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200m stone (precast) ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

I.No-16.8b pageno-144 PWD SR VOL-3 - 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

8.7 VOL-3 - 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

I.No-2.5 ii-a , Pg No-9, PWD SR VOL-3 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical means using dozer A In area of light jungle ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

16.8-b vol-3 - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. B) Mechanical Means ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work

8.16-ii VOL-3 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing forconcrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completionof works as per the detailed technical specification and direction of Engineer in charge of this work