Public Works Department Tender

1.14.1 Vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

1.7 Vol-1 - 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. (Royalty shall be recovered @ Rs. 60.00/m3) ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

1.8 Vol-1 - 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 to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

4.2 (V)Vol-3 - 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 ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

4.17 Vol-3 - 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. ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

5.1 A Vol-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. ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

5.4 ii Vol-3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

5.13-C Vol-3 - Dense Graded Bituminous Macadam Grading II for traffic more than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total 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 MoRTHspecification clause No. 505 complete in all respects. ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

5.17-C Vol-3 - Bituminous Concrete Grading II for traffic more than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent 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 ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

3.6 Vol-3 - Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, ransporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of 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 ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of 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. (ii)Ordinary kilometer stone (precast) ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of 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. (iii) 200 m stone (precast) ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

8.5 (X) Vol-3 - 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, 3.2 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:67:2012 80 mm x 60 mm rectangular ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

8.5 (XV) Vol-3 - 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, 3.2 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:67:2012 90 cm high octagon ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

8.5 (IV) Vol-3 - 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, 3.2 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:67:2012. 60 cm equilaterial triangle ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

8.5 (Viii) Vol-3 - 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, 3.2 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:67:2012 60 cm circular ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of 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 ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work

8.18 Vol-3 - Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- Charges with all lead and lift including other incidental chargeswherever necessary for successful completion of work and as directedby the Engineer in charge of work