Restoration of road cut for Laying / Establishment of Underground Telecom Infrastructure / OFC (Bharti Airtel) at Ward No. 1 M.C Tangmarg /Gulmarg

Part-A Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).

P/L water bound macadam base course with quarry crushed stone aggregate 63-45mm size stone screening 13.20 mm size and binding material as per MORTH specification including screening, sorting spreading to template and consolidation with PRR of 8 to 10 tonne capacity incld. Carriage of quarry crushed stone aggregate and stone screening, stone dust from approved source upto site of work complete (Finished work to be measured) 75mm compacted thickness including all carriages involved.

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On BT surface @ 0.50 Kg/ Sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

Part-B Earth work in excavation by mechanical/Manual means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Labour charges for 1st class skilled Blacksmit for Setting right the existing damaged guard rails incl cost of rivets and other fasterners complete job

Providing and erecting "W" Metal Beam crash barrier (Single face double barrier) comprising of 3mm thickcorrugated sheet metal beam rail, 90 cm above road/ground level fixed on ISMC Series channel vertical posts 150x75x5mm spaced 2.00 m centre to centre, 1.8 m height, 0.91 m below the road/ground level, all steel parts and fitments to be galvanized by hot dip process all fittings to confirm IS 1367 and IS 1364, metal beam rails to be fixed on the vertical post with a spacer for channel section 150x75x5mm, 330mm long as per clause 811 of MORTH specification incl all carriages complete

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge incl. C/O Gabions

Dry random rubble masonry with hard stone in foundation and plinth:With bond stone.Nallah Stone

Carriage of materials by MT from source to dumping site near site of work complete job. Boulder carriage from 20 Km avg Lead Shrai: For Gabion

Stone carriage from 40 Km avg Lead Baramulla :Quarry stone

Coarse Aggregates from 20 Km avg Lead Shrai

Sand from 35 Km avg Lead Hanjiwera