Improvement to Biranal to Chandral road VR 76 Ch 0/700 to 2/700 Tal South Solapur 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. SSR Item No. 21.33

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.SSR item No. 2.18

Providing earth work in embankment with approved materials obtained from other sources upto lead 50 m including all lift s layng in layers of 20 cm to 30 cm thickness breaking clods ,dressing to the required lines curves, grade,section,watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc.complete ( material obtained from other sources ) SSR Item No..2.28 Sp.No. MORTH 305

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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type B (11.2) mm Aggregate) SSR Item No. 3.19

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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) SSR Item No. 3.20

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 (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified 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. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR Item No.3.35 a

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 previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) .4.12

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified 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. (VG-30 bulk bitumen rates are considered to arrive at rates)SSR Item No. 4.01

Supplying hard murum/kankar at the quarry site including conveying & stacking complete.S.S.R.Item No. 2.29a, MORTH 408

Spreading hard murum for side width complete S.S.R Item No.2.30 MORTH 408