Construction and Improvement of Concrete Road in Dhule City NH-211 to Ranmala Avdhan Chitod Morane Gondur Nagaon Road SH-18 Km.28/900 to 29/500 (Section Sundar Madhav Hospital to Santoshi Mata Chauk) Tal.Dist.Dhule

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

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

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 meter and spreading for embankment or stacking as directed.

Excavation for catch or 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 constructing 75 milimeter thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimeter stone layers metal 100 percent crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade at 2 Kilogram per Square Metre, spreading 12 milimeter size chips compacting with three wheel static roller having weight 8 to 10 Metric Tone to achive the desired degree of compaction as per Technical Specification Clause 506 et-cetra complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kilogram Square Metre on existing bitumen surface. (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 milimeter compacted thickness with drum mix type hot mix plant without 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 Tack coat et-cetra complete --Bitumen 3.30 percent of specified grade (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)

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 kilogram per 10 square meter (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)

Providing and laying White Topping as per Indian Road Congress - Special Publication 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC 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 kilogram per cubic meter and 105 kilograms of Fly Ash (Replacement of Fly Ash to the extent of 15 percent and Fine aggregate by 10 percent) coarse aggregate, fine aggregate and Admixture confirming to Indian Standard 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester or polyethylene or polypropylene or Glass fibre at 1.20 kilogram per cubic meter, 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 Mega Pascal 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 meter x 1 meter to a depth of 1/3 of the Thickness and of width 3-5 milimeter as per design including cost of all material, side form work, sealing joints labour and HOM of machineries et-cetra complete as per specifications.

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