lmprovement to SH-56 to Soundana approach road Km.No. 0/00 to 2/OO Tq.Ambajogai VR.No.28

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. E-DSRt.No. 2.09 Pa e No.21

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 VSat attachment. to the required density. By Manual Means Grading I (Using Screening Type A (13.2 mm) Aggregate)

Providing and constructing 75 mm. thick Modificd 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 (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. MORTH S uare

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B. T. surface 3 kg/ 10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 503 Square Metre(SSRl.No.3.31)

Open Graded Premix SurfacingProviding 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 previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG30 bulkUSlNGdrum mix type hot mix plant with SCADA, Paver and Vibratory roller MORTH 510 Square (DSR

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG30 grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. 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. By Mechanical Means (E-DSR Item No.2.18 Page No.14)

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (E-DSR Item No.2.29 Pago No.28

Spreading hard murum for side width etc. complete (E-DSR Item No.2.30 Page No.28)

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. etc. complete (E-DSR Item No.2.31 Page No.24