Public Works Department Tender

VOL-III-3.5 Page No.17 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- including cost of all materials, labour, HOM, I

VOL-III-3.7 Page No.17 - Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction ---- including cost of all materials, labour, HOM, I

VOL-III-3.6 Page No.17 - Construction of sub-grade and earthen shoulders with approved material Gravei/Murrum 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, labour, HOM, I

VOL-III-4.2-v Page No.23 - 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, labour, HOM, I

VOL-III-4.17 Page No.26 - 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, labour, HOM, I

VOL-III-5.3 Page No.31 - Providing and applying tack coat using 80/100 grade bitumen(VG1 0) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. ---- including cost of all materials, labour, HOM, I

VOL-III-5.1 Page No.31 - 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, labour, HOM, I

VOL-III-5.4 Page No.31 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- including cost of all materials, labour, HOM, I

VOL-III-5.8-C Page No.33 - Bituminous Macadam Grading - II for traffic 20 MSA 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 ---- including cost of all materials, labour, HOM, I

VOL-III-5.31 Page No.43 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- including cost of all materials, labour, HOM, I

VOL-III-8.15 Page No.67 - 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, labour, HOM, I

VOL-III-8.6-(ii) Page No.64 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3 mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle TYPE II ---- including cost of all materials, labour, HOM, I

VOL-III-8.7 Page No.65 - Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro- eflectorised sign as per IRC:67 made of high intensity grade heeting vide Clause 801.3, fixed over aluminium sheeting, 2 m thick with area not exceeding 0.9 sqm supported on a mild teel single angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60 cm, 60 em below round level as per approved drawing. ---- including cost of all materials, labour, HOM, I

Item No. VOL-III-8.43 Page No.74 - 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. ---- including cost of all materials, labour, HOM, I

Item No. VOL-III-8.18 Page No.67 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Boundary pillar / Guard Stone ---- including cost of all materials, labour, HOM, I

VOL-III-8.16-ii Page No.67 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- For Ordinary kilometer stone (precast) ---- including cost of all materials, labour, HOM, I

VOL-III-8.16-iii Page No.67 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- For 200 m stone (precast) ---- including cost of all materials, labour, HOM, I