Rectification work at various locations on the project highway (Package-1) from Ch. Km. 126/740 to 166/780 of NH-47 in the State of Gujarat.

Milling the existing asphalt pavement to the variable depth, width, and limits shown on the plans or as directed by the Engineer, in preparation for resurfacing or rehabilitation works.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 2.5 to 3 kg per 10 sqm on the prepared Granular surface/ bituminous surface cleaned with mechanical broom Complete as per Technical Specification Clause No. 503.

Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.5 per cent of 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. 507 & approved Mix design complete in all respects.

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 reflectorising glass beads @ 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.)

Reflective Pavement Markers/Road Stud with Lense Reflector : Providing and fixing of road stud/Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens face, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 and complying specifications of Catagory A of MoRTH circular No. RW/ NH/33023/10-97D dated 11.06.1997, etc.

Wet Mix Macadam laying Using Mechanical Paver (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including prime coat.)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(Grading-I)

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately) (II)By Mechanical Means. Bituminous course

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately) (II)By Mechanical Means. GSB/WMM

Cleaning the existing black topped surface with truck / tractor mounted mechanical broom machine (Road swipper machine) at kerb edge, Drain Edge and PSS edge of 6 lanning road including service road in up or down lane as directed by engineer-in-charge.

Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes)

Cleaning/Making of earthern drain/RCC drain and jungle cutting parrallel to NH so that storm water of Highway and nearby areas can pass through it avoiding any sort of waterlogging by JCB/Hydraulic excavator,crane for lifting precast cover,dewatering pumps and manually including dewatering & dispose off surplus earth and garbage if any as per direction of engineer in charge

Cleaning of Culverts across to NH so that storm water of Highway and nearby areas can pass through it avoiding any sort of waterlogging by JCB/Hydraulic excavator including dewatering and dispose off surplus earth and garbage if any as per direction of engineer in charge.

Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix & filler [email protected] kg/sqm and 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.)

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Direction and Place Identification signs upto 0.9 sqm size board (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported 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 concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets.) B 1200 dia

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) ii PCC m20