ST BT to Korti to Pondhawadi Road V R 97 Ch.0/00 to 4/00 Tal. Karmala Dist Solapur

Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. 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.

Picking the road surface including sectioning etc. complete (BT) surface.)

Making up loss of material /irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipmentat OM Cas per MORTH specification clause 3003

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 analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate)

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (bybreaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.sizechips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. Including picking of existing WBM surface.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 3.00 kg/10 sqm.VG-30 bulk bitumen

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired ompaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing bituminous Type A liquid seal coat on bituminous surfaceincluding supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98KgSqm. by mechanical means, spreading chips and rolling, by staticroller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumenrates are considered to arrive at rates)

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.