Ministry Of Road Transport And Highways Tender

Construction of granular sub-base by providing 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, including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. (Compacted thickness),By Mix in Place Method,Grading-V Material (Close graded) and as directed by Engineer in charge of the work

Construction of dry lean cement conrete Sub base over a prepaired sub grade with coarse and fine aggregte as per table 600-1 conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, agreegate gradiation after blending to be as per table 600-1, cement content not be less than 150kg per cubic meter, optimum moisture content to be determine during trial length construction,concrete strength not to be less than 10mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver electronic sensor, compacting with 8 -10 tonnes vibrater roller, finising and curing to the required grade, level and alignment, finishing neatly, curing including cost of all material labour, usage charges of all masanory, all lead, lifts, loading and unloading stacking, transporting etc, complete with a lead of mixed material upto 1km.(compacted thickness) and as directed by Engineer in charge of the work.

Cement conrete pavement. Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/cum, coarse and fine aggregate conforming to IS 383. Coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design , transported to site, laid with a fixed from or slip form paver with eletronic sensor a continous operation including provision of contraction,expansion,construction and longitudinal joints. sealant primer, joint sealant, debonding approved, curing compound, finishing to lines and grade and alignment, as per drawing, chairs to dowel bars textured with texturing machine, finishing and curing including cost of all materials, all labour, usage charges of all machinery , all lead , lifts, loading, unloading stacking transporting etc., complete with a lead of mixed material upto 1 Km ( compacted thickness) and as directed by Engineer in charge of the work.

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery,lead,lift, loading & unloading etc., complete, including lead for emulsion and as directed by Engineer in charge of the work.

Dense Graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, including lead for bitumen, lead of mixed material , excluding cost of primer/ tack coat - 50 mm compacted thickness Grading -II using Bitumen 60/70 Grade(VG-30) and as directed by Engineer in charge of the work.

Bituminous Concrete - Grading II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, includingt lead for bitumen, lead of mixed material, excluding cost of primer/ tack coat- 30mm compacted thickness Grading -II and as directed by Engineer in charge of the work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)and as directed by Engineer in charge of the work.

Surface Drains in Soil(New), Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions to the requirement of clause301 and 309. Excavated material to be used in embankment within a lead of 1000 meters including all labour ,load ,unload, usage charges of all machinery etc,complete ,Mechanical Means and as directed by Engineer in charge of the work.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete of 2.5 mm thick and as directed by Engineer in charge of the work. rting etc., complete. i) 2.5 mm thick

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by Engineer in charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),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, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by Engineer in charge of the work. B.ii 90 cm equilateral triangle

B.iv 60 cm equilateral triangle

B.vii 60 cm circular

B.xi 60 cm X 50 cm Rectangular

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by Engineer in charge of the work.

Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering)including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by Engineer in charge of the work.

Reinforced cement concrete M15 Grade kilometer stone of standard design as per irc :8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc, complete and as directed by Engineer in charge of the work.a)Ordinary kilometer stone (precast)

200 meter stone ( precast)