Short Term Maintenance of NH 309 A KM 185.000 to 206.600 Under NH Repair year 2024-25 in State of Uttarakhand

Amount

Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department.

PERFORMANCE BASE INCIDENT MANAGEMENT AND PAVMENT REPAIR

Tack coat Bitumin Emalsion RS-1 using @0.25 - 0.30kg/s hungry surface for

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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) for GradingII(19 mm nominal size)

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Tack coat Bitumin Emalsion RS-1 using @0.20 - 0.25kg/s hungry bituminous surface

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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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)

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

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ROAD PROPERTY MAINTENANCE

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

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K.C. Type Drain

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

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Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

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ROAD MAINTENANCE

Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by addingfresh approved soil and compacting it with appropriate equipment

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Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

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Supply of JCB Machine (Loder cum Excavator) on hire charges for removal and loading of dump/ Malwa etc from road surface/ drain including cost of fuel, engine oil, other R/M work, operator wages and all expenses etc. complete for proper operation of JCB machine at required places as directed by Engineer in charge..

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Supply of Tipper 5.50 cum/10 ton capacity on hire charges for removal of dump and malwa etc from road surface/ drain including cost of fuel engine oil other R/M works, operator wages and all expenses etc. complete for proper operation of JCB machine at required places as directed by Engineer in charge.

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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

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Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge.

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BALAJI EARTHMOVER (BID ID -3173479)