Tender For Annual Maintenance Plan On Link Roadgand To Ohra Road Km 0/0 To 5/0 Under Amp 2023-24 Of Rural Road(Sh:- Providing And Laying 30 Mm Thick Bituminious Concrete ,Pcc Drain And Hot Thermoplast Line In Km 1/0 To 5/0 = 4.00 Km)., Dalhousie-Himachal Pradesh
TDR : 36758297
Tender Notice
BOQ
Expired
Dalhousie
Himachal Pradesh
Tender For Annual Maintenance Plan On Link Roadgand To Ohra Road Km 0/0 To 5/0 Under Amp 2023-24 Of Rural Road(Sh:- Providing And Laying 30 Mm Thick Bituminious Concrete ,Pcc Drain And Hot Thermoplast Line In Km 1/0 To 5/0 = 4.00 Km).
Name of Work: Annual Maintenance Plan on link roadGand to Ohra road km 0/0 to 5/0 under AMP 2023-24 of Rural road(SH:- Providing and laying 30 mm thick bituminious concrete ,PCC drain and Hot Thermoplast line in km 1/0 to 5/0 = 4.00 km).
Sl. No.
Item Description
1
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg (zero point two seven five killograme) per sqm onprepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 or as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax,GST, sale tax or other taxes imposed by the Government.
2
Providing and laying 30 mm (Thirty millimetre) compacted thicknessbituminous concrete with minimum 100-120 (one hundred-one hundred twenty) TPHhot mix batch type plant with electronic controlGrading -II using crushed aggregate 13.2 (Thirteen decimal two millimeter) nominal size of specified grading premixed with bitumen binder VG-10 (Viscosity grade-ten) at the rate of 5.50. (five decimalfive ) percent of mix weight transported to site , laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheel rollar 8-10 (Eight to Ten) tonne capacity for intial break down rolling and vibratory rollar 8-10 (Eight to Ten) tonne capacity or pheumatic type rollar of 12-15 ( Twelve to fifteen) tonne with type pressure of at least 0.56 MPA (Zero decimal five six) for intermidiate rolling and finished rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achive the desire compactionas per MORTH specification Section No. 500 as per the direction and entire satisfaction ofEngineer-in-Charge including carrige of materials within all leads and lifts and other incidentals the rate including octori, royality, Malkana, toll tax, sale tax ,GST or other taxes imposed by the Government.
3
Providing and laying of hot applied thermoplastic road marking paint of approved manufacture 2.5 mm (two decimal five millimetre) thick with reflectorising glass beeds at the rate 250(two hundred fifty gram) gram per square metre area, thickness of 2.5 mm (two point five millimetre) is exclusive of surface applied glass beeds by road marking machineas per IRC 35 in accordencewith MORTH Technical specification section 800 the finished surface to be level unifrom and free from streaks and hotes and as per directions of Engineer-in-Charge, including carriageof materials within all leads, lifts and other incidental.The rate is inclusive of octroi, royality,Malkana, toll taxand GSTor anyother taxes imposed by the Government .
4
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising ofordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification section 300and1600 as per the directions of the Engineer-in-Chargeincluding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of un-useful materialsupto any lead andliftincluding dressing of sides bottom and back filling in trenches with excavated suitable / approvedmaterials to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring, strutting pumpingandbailing outwater (surface and sub soil water)upto any depth and any quantum of water including cleaning of slushwhich may arise out during dewatering as perdirections of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax , GST or anyother taxes imposed by the Government .
5
Providing and layingMechanically mixed and vibratedconcretefor plain cement concrete nominal mix 1:3:6 ( one cement is to three sand is to six graded crushed stone aggregate 20 millimetre(Twenty millimetrenominal size on ground or under water and curing complete for 14 (fourteen) days, in open foundationsfor all type of structures including pumping or bailing out water(surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work complete in drain as per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax ,GST or anyother taxes imposed by the Government.
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