Improment to Hiraj To Deshmukhwasti Road VR 66 No 0/00 to 3/000 Taluka North Solapur District Solapur

Excavation for foundation in earth, soil of all types, sand, gravel andsoft murum, including removing the excavated material upto adistance of 50m. beyond the building area & stacking and spreading as directed, dewatering,

Providing and laying cement concrete pipe of IS458:2003NP-2 class of 600mm diameter inproper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Labour charges for removing grass thorney shurbs, Jungli shurb Kubabul and alike grass along road side making the ground clean by showel and phavaras etc. complete.

Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Excavation for catch/side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asd irected all sorts of soils.

Providing earthwork in embankment with approved material obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section,watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.

construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading in uniform layers with moto rgrader /Paver on prepared surface and compacting with vibratory roller to achieve the desired density,complete as per clause 401-- Plant Mix Method and Grading - I Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction ana lyzer and V-Sat attachment. to there quired density. Grading II (Using Screening Type B (11.2 mm) Aggregate)

Providing and constructing 50mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm.stone metal layers 30%crusher broken metal with conical crusher plant heating and spraying the bitumen of specified [email protected] Kg/sqm, spreading12mm.size chips compacting with three wheel staticrolle rhaving weight 8to10MT. to achive the desired degreeof compaction as per Technical SpecificationClause 506 etc. complete. Including picking of existing WBM surface. (VG-30bulkbitumen ratesare considered to arrive at rates)

Open Graded Premix Surfacing-Providing and Laying OGC 20 mm thickness composed of 13.2mm to 5.6mmaggregates premixed with bituminous binder transported to sitewithVTS , laid over a previously prepared surface, finished to ther equired grade, level,alignment,and rolling to achieve the desired compactionbutexcludingprime/ tack andSealcoat. For Bitumen of specified grade--USINGdrum mix type hot mix plan twith SCADA,Paver and Vibratory roller (over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates