Repairing of 06 roads in Paranda and Washi Block damaged due to Flood in year 2025-26 Dist Dharashiv

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I.Stone/Boulder

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing and fixing Roadjunction/Information signboard of size0.90mx0.60m.preparedon16gaugeM.S.sheet with angle ironframe of size 35x35x5 mm including painting with one coat of zinc cromatestoving primer and two coats eac hofgreen/white background and back side graystoveenamelled,bonded with red retroreflective sheet Engineering grade,border/letters/numeral/arrows,coated with nonpealable crystal clear protective coatretaining100%reflectionincludingtwoangleironpostofsize50x50x5mmof3.65m.longinflatedatbottomdrilledontopandpaintedinwhiteandblackbandsof30cm.with4Nos.highstrengthG.I.boltsandnutsofsize10mmdia.and20mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcementconcrete1:4:8blockof60cmx60cmx75cmsizeasdirectedbyEngineer-in-chargeetc.complete.MildSteelBoardwithEngineeringGrade.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40 mm. stone metal layers 30 % crusher broken metal +70% Handbroken ( by breaking rubble obtained by blasting ) heating and spraying the bitumen of specified grade @ 1.75 kg / sqm ,spreading 12 mm . size chips compacting with 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)

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (II) Bitumen (S-65)