MPLADS Funds-2025-26 Sri Putta Mahesh Kumar, Hon'ble MP (LS) - Laying of BT road at Nalladibba in 1st Division - Eluru undere MPLADS Funds

Earthwork excavation for in soils upto SDR by mechanical means including trimming Cotton soil and ordinary soils, as per approved drawings and Technical Specification Clause 305.1 of MORD / 304 of MORTH, including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal of excavated earth up to a lead of 50 m, dressing of sides and bottom, and backfilling in trenches with suitable excavated material, complete as per standard specifications and as directed by the Departmental Officer-in-charge for road berms portions

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 and other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

picking old metalled surface to depth of 40 to 100 mm spreading old metal and new metal sectioning including edgebunds and subgrade rolling, spreading metal including blindage of gravel watering with an initial lead of 2 hectometers and hand roller ( 1.5 to 2 tonnes) rolling etc., including barricading, diversion of traffic and wetting the new consolidation for a fortnight etc., complete and other incidental as per ss and as directed by the departmental officer in charge of work

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH and other incidental charge etc complete as per ss and as directed by the departmental officer in charge of work

Providing and applying primer coat with bitumen emulsion (medium setting) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechancial means as per Tech., Specification No.502 MORTH. and other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

Providing and applying Tack coat with bitumen 80/100 grade (S-90) using bitumen pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared hungry bituminous/granular surface cleaned with hydraulic mechanical broom, hireing of machinery, fuil charge, other incidental charges, all labor charge etc complete as per Tech. specification No 503 MORTH. and other incidental charges complete as per ss and as directed by the departmental officer in charge of work

Providing and laying of 50 mm thick Bituminous Macadam with Hot mix plant producing and average output of 37.5 tonnes per hour using hard blasted granite crushed aggregates of grading - II as per table 500-4 of MORTH specification 504 (4th Revision) premixed with bituminous binder of 80/100 grade @ 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T & P and all other contingent charges necessary including cost of seigniorage charges on all materials etc., complete and as per MORTH specification No.504 (4th Revision) and other incidental charge etc complete as per ss and as directed by the departmental officer in charge of work

Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading -II, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects and other incidental complete etc complete as per ss and as directed by the departmental officer in charge of work

Granular sub-base/base/surface course with Gravel 70% & Sand 30% materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing spreading in uniform layers on prepared surface, mixing by mix in place method 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 MORD. with GRAVEL and SAND MIX) and including cost of conveyance all material charges and other incidental charge etc complete as per ss and as directed by the departmental officer in charge of work for shoulders