Baba Nanam Nagar NH-53 to Avdhan upto NH-60 and Avdhan Road And Ranmal NH-52 And Jail Road NH-53 upto SH 15 (A) (Improvement and Construction of Concrete Road Mehergaon Dhule Amalner khargaon road (Old Mumbai Agra Road)) SH-15(A) in Km.20/500 to 22/

Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 metre Etcetera complete. Using machine like Writgen (W100) or equivalent.

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etcetra, complete.

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Conveying materials obtained from Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including all lifts for a lead of 5.00 Killometrer inclusive from the site of excavation to the site of deposition as directed.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Black Top surface 2.5 kilogramme per 10 square metre (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50 milimetre compacted thickness with drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and Programmable logic controller for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etcetra complete --Bitumen 3.30% of specified grade (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)

Providing and laying White Topping as per Indian Road Congress-SP 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with Bituminious Macadam or Dry Lean Concrete to correct surface profile and to be paid separately) with unreinforced Mix-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357 kilogramme per cubic metre and 105 kilogrammes of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to Indian Standards 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kilogramme per cubic metre, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 metre x 1 metre to a depth of 1/3 of the Thickness and of width 3-5 milimetre as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications..

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to Indian Standards 3395 : 1997 below concrete pavement including all materials and labour complete.

Providing and fixing in position Thermo Mechanical Treated FE 500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre diametre 70 centimetres long and at 30.00 centimetre Center to Center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of Thermo Mechanical Treated FE 500, chairs with proper alignment Etcetera complete.

Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab Etcetera complete including subsequent widening of the groove 8 to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge.