Public Works Department Tender

COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 - Construction of Subgrade and Earthen Shoulders 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17)

COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 - Wet Mix Macadam (Plant mix method) 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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.)

COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 3 - Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31)

COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31)

COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - - 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 3.4per 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) at

COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 - Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43)

COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67 - 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.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67)

COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74)

COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 )

COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 )(ii)

COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 - Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67)

COMMON SR 2023-24,Vol-3PageNo.67Item No.8.16 (ii) - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii))