Public Works Department Tender

Vol.No. 3 pg no 144 I no 3.5 - 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 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol.No. 3 pg no 144 I no 3.4 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no 17 i.no 3.6 - Construction of sub-grade and earthen shoulders withapproved 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 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-1 pg no 7 i.no 1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation tosite,spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, including cost of abour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no 23 i.no 4.2-B-5 - By mix in place method 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 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no 26 i.no4.17 - 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 uniform layers with paver/grader in sub-base / base course on well prepared urface and compacting with vibratory roller to achieve the desired density. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no 31 i.no 5.1A - Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road urface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3pgn31 i.no5.4-(2) - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.Tack coat on Granular surface treated with primer ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no 33 i.no 5.8(2)c - Bituminous Macadam Grading - II for traffic less than 20msa Providing and laying Bituminous acadam 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 echanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- Work should be carried out as per the direction of engineer incharge of work.

V-3 pg n43 I.no 5.31 - 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 tosite, laid over a previously repared surface with mechanicalpaver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- Work should be carried out as per the direction of engineer incharge of work.

V-3 pg n67 I.no 8.16.(ii) - Reinforced cement concrete M15 grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc Ordinary kilometer stone (precast) ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no67 8.6(3) - Reinforced cement concrete M15 grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc 200 m stone (precast) ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no65 8.7 - Providing and erecting direction and place identificationretro-reflectorised sig as per IRC:67:2012 made of highintensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium compositematerial sheet with overall thickness of 4mm with area notexceeding 0.9 m 2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no64 8.5(4) - Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 madeof Class B Type IV retro reflective sheeting fixed over 2 mmthick aluminium sheeting vide clause 803.1, mm/4mm thickAluminium composite material sheet depending on the sizeof 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 properlydesigned foundation with M25 grade cement Concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approveddrawing.The sign shall be maintained as per section 12 ofIRC:67:2012. 60 cm equilateral triangle ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no67 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/m2area, 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 ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no74 8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of olycarbonate 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 ccordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH ircular 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. ---- Work should be carried out as per the direction of engineer incharge of work.

Vol-3 pg no80 8.60.1.i - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using bituminous Macadam (BM) Gr II and Semi Dense bituminousMacadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Single lane with formation width of 5.75 m ---- Work should be carried out as per the direction of engineer incharge of work.