Maintenance Works of NH - 328 from Km 56.245 to Km 71.000 and NH 730 from km- 598.500 to km 603.710 under Short Term Maintenance Contract in the state of Uttar Pradesh

BOQ Part -I (Bill No. 1 : Road Maintenance)

Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter). a) Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/ undesirable vegetation and weeds).

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis)

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

Providing slurry seal for filling of hair cracks, surface cracks and preventive/ renewal treatment as per MoRTH Specification Clause 512. b) Filling of Surface cracks 4-6 mm and preventing/renewal treatment.

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes.

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Using GSB).

NH - 328 from Km 56.245 to Km 71.000

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.(As per MoRT&H Sno.- 16.4 Ref:- 2504)

NH - 328 from Km 56.245 to Km 71.000

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.as per MoRTH specification clause No. 502 complete in all respects (On DBM)

NH - 328 from Km 56.245 to Km 71.000

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom

NH - 328 from Km 56.245 to Km 71.000

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.

NH - 328 from Km 56.245 to Km 71.000

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

NH - 328 from Km 56.245 to Km 71.000

Providing and laying bituminous concrete 30 mm with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with plastic waste (LDPE,MDPE,PET or PUR)@ 8% by weight of bitumen and bituminous binder VG-40 @ 5.4 per cent (including percent of plastic waste) 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

NH - 328 from Km 56.245 to Km 71.000

Bill No. 2 : ROAD PROPERTY MAINTENANCE

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. painting Parapet of bridges and culverts

NH - 328 from Km 56.245 to Km 71.000

Painting first coat over priming coat(but excluding cost of priming coat) on wood or steel snd other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials, labour, T&P etc required for the proper complition of the work. as per SOR CH 15 SL NO-2 & 3(II)

NH - 328 Painting of Steel Railing on Major Bridge Karmani Ghat at Km 57 and 58

Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Reapeated Bar as per IRC:99-2018 )

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

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:35-2015 The finished surface to be level, uniform and free from streaks and holes.

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 35± 50 to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

NH 730 fom km- 598.500 to km 603.710

Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones and hectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804 and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distance-measuring stones at places after dismantling of existing damaged stones, and further disposing of dismantled material outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge.

Hectometer Stone

NH - 328 from Km 56.245 to Km 71.000

Kilometer Stone

NH - 328 from Km 56.245 to Km 71.000

5th Kilometer Stone

NH - 328 from Km 56.245 to Km 71.000

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite pannel sheeting, 4mm thick (with MS angle frame 35x35x5), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per attached drawing. (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.)

600mm dia circular sign

NH - 328 from Km 56.245 to Km 71.000

50x60 cm Double chevron

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

30x90 cm (Left/Right) object Hazard

NH - 328 from Km 56.245 to Km 71.000

50x60 cm Single chevron

NH - 328 from Km 56.245 to Km 71.000

Intersection/ Junction Sign Board Equilateral Trangle 90 Cm

NH 730 fom km- 598.500 to km 603.710

Speed Breaker Board (Intersection road) Equilateral Trangle 90 Cm

NH 730 fom km- 598.500 to km 603.710

School/College sign board equilateral trangle 90 cm

NH 730 fom km- 598.500 to km 603.710

Petrol pum sign board 80cm x 60 cm rectangular

NH 730 fom km- 598.500 to km 603.710

Direction and Place Identification Signs with size more than 0.9 sqm size Board Type XI Providing and fixing of retro reflective cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity grade sheeting vide clause 801.3 friced over aluminium sheeting type XI 1.5 mm thick supported on a mild steel angle iron pst 75mm x 75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement 45cmx45cmx60cm below ground level as per approved drawing.

NH 730 fom km- 598.500 to km 603.710

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/road 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 spacer of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 (as per LKO SOR CH-26 Sr. No.-27)

NH - 328 from Km 56.245 to Km 71.000

Bill No. 3 : PAVEMENT REPAIRS

Providing treatment and repair of pot holes/ruts and any depth/ patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer by using paving grade bitumen/ emulsion/ cold ready mix material. The job includes remoyal of all failed material, trimming of completed excavation to providing firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503 back filling the patch with bituminous material as per clause no.509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specification.

NH - 328 from Km 56.245 to Km 71.000

NH 730 fom km- 598.500 to km 603.710

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