Ministry Of Road Transport And Highways Tender

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete. as per Direction of Engineer in charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density within a lead of 100 meters, including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete. as per Direction of Engineer in charge.

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) as per Direction of Engineer in charge.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 with lead of mixed material up to 1 Km (Compacted thickness) Grading-II Material (Close graded) as per Direction of Engineer in charge.

Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM 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, with lead of mixed material up to 1 Km (Compacted thickness).Laying Using Grader as per Direction of Engineer in charge.

Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. as per Direction of Engineer in charge.

Providing and applying tack coat with VG-10 grade bitumen using bitumen 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, loading & unloading etc., complete, execpt lead for bitumen. as per Direction of Engineer in charge.

Providing and laying dence graded bituminous macadm with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG -40 Grade paving bitumen as per clause 500.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent 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 whelled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respect including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lea of mixed material upto 1 Km, excluding cost of primer/ tack coat 50mm compacted thickness. Ref. to MoRT&H Specification 505 as per Direction of Engineer in charge.

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-40 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, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat- 30 mm compacted thickness. Grading -II as per Direction of Engineer in charge.

construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimension to the requirement of clause 301 and 309. Excavated materail to be used in embackment within a laod of 1000 meters including all labours, load, unload, usage charges of all machinery etc., complete. Ref. to MoRT&H Specification 309 A Mechanical means using Hydraulic excavator as per Direction of Engineer in charge. as per Direction of Engineer in charge.

Road marking with Hot applied Thermoplastic compound with Reflectorising glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectiorising glass beads at 250gms 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- 3, cleaning the surface of dirt, dust and other foriegnmatter, demarcation at site, traffuc control, cost of all materials all labour lead, lifts, loading, unloading transporting etc., complete.Ref. to MoRT&H Specification 507(2.5mm thick) as per Direction of Engineer in charge.

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 as per Direction of Engineer in charge.

Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete.90 cm equilateral traingle as per Direction of Engineer in charge.

Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete.60 cm equilateral traingle as per Direction of Engineer in charge.

Providing and erecting Project Disply board of size 1.80 vertical x 1.6 M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6 mm thickness) sheering sthrenghtened by welding to MS angle of size 35x 35x5 mm 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 side of the board and all MS iron framework, background of the facing side of the board painting in traffic yelloew, project information written in englisgh /kannada/ hindi , painting letters and numbers in black fixed on a mild steel angle iron post 75mm x75mm x 6mm, 2nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45cm x 60 cm, 60cm below ground level and the board 2.8 m from ground level as per apprved drawing ( excluding cost of lattering ) including cost of all materials all labours, lead, lifts, loading, unloading transporting etc., complete as per Direction of Engineer in charge.

Providing & laying Plain/Reinforced Cement Concrete 1:3:6 in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted ny vibration including curing, cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per Direction of Engineer in charge.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, formwork, centring, vibrating, compacting, usage charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) C-Case-II) RCC Grade M20 using batching plant transit mixer & manual placing as per Direction of Engineer in charge.

Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar reinforcement in Foundation including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening bars, cutting, bending, hooking, binding with approved quality binding wire, after placing in position, tyeing, lapping and / or welding where ever required (laps, hooks and wastages shall not be measured and paid) with all lead, lifts, loading , unloading, Transporting, stacking neately etc., complete as per drawing and technical specifications as per Direction of Engineer in charge.

Laying reinforced cement concrete pipe NP4 /prestressed concrete pipe on first class bedding in single row. Providing and laying reinforced cement concrete by NP4/Prestressed concrete pipe for culvert on first class bedding of granular material in single row, including fixing collar with cement mortar 1:2, but excluding excavation,protection works,back filling, concrete and masonry works in headwall and parapets, including cost of all material all labour ,usage charges of machinery,lead, lift,loading, unloading transporting ete.,complete.,B) 1200 mm dia as per Direction of Engineer in charge.

Back filling behind the abutment ,wing wall, return wall IRC 78 & 2900 and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of material,labours, hire charge of machineries,tranportation all lead lift loading unloading etc complete.,(a) Granular material as per Direction of Engineer in charge.