AMP Work for the year 2025-26 on Souri Ambwala road in Km 0/0 to 3/300 (Sh P/L mm thick B.C in Km 0/0 to 2/00

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-III (G-III) as per Technical Specification Clause 405. including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

Providing and applying prime coat with with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 to 1.00 kg per sqm using mechanical means as per Technical Specification Clause 502. including hauling of materials in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government.

Providing and applying tack coat with Bitumen VG-10 using mechanical distributor at the rate of 0.25 to 0.30 kg per sqm on the granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. including hauling of materials in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government.

Providing and laying of bituminous concreteusing 25 mm thick with 100-120 TPH batch type hot mix plant producing an avrage output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.4 to 5.6% of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finishers withsensor control to the required grade level and alignment rolling with samooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTHspecification clause No.509 complete in all respect. including carriage of materials with in all leads, lifts as per the entire satisfaction & directions of Engineer in Charge.

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experiencedoperator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Construction of unlined surface drain of average cross -section area 0.40 Sqm soil to specified lines ,grades, levels and dimension . Excavated material to used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per specification clause 307 manual means including loading unand carriage by all means with in all leads and lifts and as per entire of Engineer-in-charge.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and techanical specification clause 1504. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses of section 800 and clauses 1201, 1206, 1203. Plain Cement concrete grade M-20 (M-twenty) Nominal mix 1:2:4. ( one cement: two sand: four graded crushed stone aggregate)and curing complete including hauling of materials in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government.