FILLING UP POTHOLES IN PRABHAG SAMITI A TO I FOR THE FINANCIAL YEAR OF 2026-27 ON PANEL IN VVCMC AREA ( FIRST PHASE )

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

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 A (13.2) mm Aggregate)

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)

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 motor grader/ 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 MORTH 401

Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of VG-30 grade @ 2 kg /sqm , spreading 12mm.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 applying tack coat of VG 10 grade bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface.

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 achieve 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)

Providing and constructing 50 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 metal (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 achieve the desired degree of compaction as per Technical Specification Clause 506 etc. complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 Kg/sqm (on existing bitumen surface).

Providing and constructing 50 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 @ 1.75 kg/sqm, spreading 12 mm size chips, compacting with static roller having weight 8 to 10 MT to achieve 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)

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 2.5 kg/10 sqm. VG-30 bulk bitumen