M/T of link road from Panog to Ajroli Km 0/0 to 3/00 ( SH- Providing and laying WBM-G-II, Earthen Shoulder, P/L premix carpet, V-Shape road side drain, road side parapets, P/F K.M stone road marking edge line and P/F W-Beam crush Barrier in Km 0/

Amount

Earthwork in excavation in all heights and depths in all kinds of soils for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying concrete for plain/reinforced concrete M-10 grade nominal mix1:3:6 (One cement :threeSand:six graded stone aggregate 40mm (Forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete nominal mix1:2.5:5 (One cement : Two and Half Sand: five graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in sub- structure complete as per drawing and HP.PWD. technical specifications.clauses 802,804,805,806,807,1202 and 1204 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.

Reinforced cement concrete M15 (Fifteen) grade kilometre stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing but encluding painting as per drawing and as per Ministry of Rural Development Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Reinforced cement concrete M15 (Fifteen) grade kilometre stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing but encluding painting as per drawing and as per Ministry of Rural Development Technical Specification Clause 1703. 200.0 mtrs Stone (Precast)( two hundred meter) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( One hundred milimeter) dia AC pipe extending through the full width of the structures with slope of 1(One vertical):20(Twenty Horizential) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Providing and erecting a "W" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam rail 70 cm (Seventy centimetre). above road/ ground level fixed on IS.MC series channel vertical post . 150x75x5mm spaced 2 (Two) meter centre to centre 1.80 ( One point Eight)meter height 1.10 ( One point Ten)meter below ground / road level, all steel part and filaments to be galvanized by hot dip process, all fittings to conform to I.S.1367 and I.S. 1364 as amended up to date, metal beam rail to be fixed on the vertical post with space of channel section 150x75x5mm, 300mm ( One hundred fifty into seventy five into Five, Three hundred millimetre)long complete as per clause-810. conforming to MORT and H ( Ministry of road Transport and Highway) specifications (Latest revision) including all fitting required for erection, including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing Laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405 . W B M Grade- II 63 mm to 45 mm ( Sixty three milimeter to forty five milimeter) size ( By mechanical means) including haulage of material with in all leads, lifts and carriage of materials and as directed by the Engineer Incharge.

Construction of earthen shoulders with approved materials obtained from borrow pits with all lits and leads, trasnporting to site, spreading grading to required slipe and compacted to meet requirement of table 300.2 with in all leads and lift as per Technical specification clause 303.1, including carriage of all labour equipment and material to various location through all modes of transportation , as per the direction of the Engineer- in- charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm (zero decimal seven zero to One Kilograme per square meter) using mechanical means as per Technical Specification Clause 502 ( Five hundred two), including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm (zero decimal two five to zero decimal three zero Kilograme per square meter) on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 ( Five hundred three). including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing and laying 30mm (Thirty milimeter) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects

Providing and applying 2.5mm (Two point five millimeter)thick road marking strips (retro-reflective) of specified shade / color using hot thermoplastic material by fully / semi automatic thermoplastic paint machine fitted with profiles shoe, glass based 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.

DALIP SINGH