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| 1 | BOQ Part -I (Bill No. 1 : Road Maintenance) |
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankmentslopesupto ROW (both sides) complete inallrespectsincluding breakingof clods,rough dressingand disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Chargeand as per MaintenanceStandards Clause3.3(Frequencywill be once in a quarter).a)Shouldersincludingside slopesof embankmentupto toe line on both sides of the carriageway.(Frequencyof cleaning will be four times in ayear;howeverlimitedto onlyareaspronetogrowth ofrank/ undesirable vegetation and weeds). |
| 3 | NH - 328from Km 56.245 to Km 71.000 |
| 4 | NH 730 fom km- 598.500 to km 603.710 |
| 5 | Providingspot reconditioning, reconstruction and regravellingto repair specific erosion or other damagesforrestoringthe eroded area tooriginally constructed cross section on cutsandfillsslopes/ shouldersconformingto TechnicalSpecifications Clauseno.3002.Fill material should be brought from borrow areas located outside ROW conforming to TechnicalSpecification no. 305. Wateredand well compactedwithplate compactoror power rammerwith allleadsand lifts as directed by the Engineer(Quantity of compacted Fill material to be measuredoncross sectional area basis) |
| 6 | NH - 328from Km 56.245 to Km 71.000 |
| 7 | NH 730 fom km- 598.500 to km 603.710 |
| 8 | Providing slurry seal for filling of hair cracks, surface cracks andpreventive/ renewal treatment as per MoRTHSpecification Clause 512.b) Fillingof Surfacecracks 4-6mmandpreventing/renewal treatment. |
| 9 | NH - 328from Km 56.245 to Km 71.000 |
| 10 | NH 730 fom km- 598.500 to km 603.710 |
| 11 | 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. |
| 12 | NH - 328from Km 56.245 to Km 71.000 |
| 13 | NH 730 fom km- 598.500 to km 603.710 |
| 14 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Using GSB). |
| 15 | NH - 328from Km 56.245 to Km 71.000 |
| 16 | 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) |
| 17 | NH - 328from Km 56.245 to Km 71.000 |
| 18 | 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) |
| 19 | NH - 328from Km 56.245 to Km 71.000 |
| 20 | 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 |
| 21 | NH - 328from Km 56.245 to Km 71.000 |
| 22 | 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 centby 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. |
| 23 | NH - 328from Km 56.245 to Km 71.000 |
| 24 | 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. |
| 25 | NH - 328from Km 56.245 to Km 71.000 |
| 26 | Providing and laying bituminous concrete 30 mm withhigher 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 @ 5.4per 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 |
| 27 | NH - 328from Km 56.245 to Km 71.000 |
| 28 | Bill No. 2 : ROAD PROPERTY MAINTENANCE |
| 29 | 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 |
| 30 | NH - 328from Km 56.245 to Km 71.000 |
| 31 | 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) |
| 32 | NH - 328 Paintingof Steel Railing on Major Bridge Karmani Ghat atKm 57 and 58 |
| 33 | Providing and laying of hot applied thermoplastic compound5 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 ) |
| 34 | NH - 328from Km 56.245 to Km 71.000 |
| 35 | NH 730 fom km- 598.500 to km 603.710 |
| 36 | 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. |
| 37 | NH - 328from Km 56.245 to Km 71.000 |
| 38 | NH 730 fom km- 598.500 to km 603.710 |
| 39 | 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 |
| 40 | NH - 328from Km 56.245 to Km 71.000 |
| 41 | NH 730 fom km- 598.500 to km 603.710 |
| 42 | The solar cateye shall be produced from an engineered polymer selected for superior empact resistance and weather-ability. The top of the marker should be tranparent for solar charging and light without in active mode. The base of the body shall be yellow or natural white as approved by engineer in charge. The marker shall incorporate a solar panel(comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illuminitaion and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These marker are intended for appliction directly onto pavement surface and shall be applied with epoxy resin adhisive designed for use with raised pavement markers and as supplied by the marker manufaturer saparately. The solar cat eye shall be of height 65+-2mm and maximum diameter 136+-4mm. The solar stud/cat eye shall be listed for water ingress as per IP 65 standard andd IP 68 standard and compressive strength of 13635 kg tested in accordence with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somhoe tender pre qualifiaction condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The shall include all material, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge |
| 43 | NH 730 fom km- 598.500 to km 603.710 |
| 44 | Providing and fixing reinforced cement concrete M-15 grade5thkilometerstones,kilometerstonesand 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. |
| 45 | Hectometer Stone |
| 46 | NH - 328from Km 56.245 to Km 71.000 |
| 47 | Kilometer Stone |
| 48 | NH - 328from Km 56.245 to Km 71.000 |
| 49 | 5th Kilometer Stone |
| 50 | NH - 328from Km 56.245 to Km 71.000 |
| 51 | 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.) |
| 52 | 600mm dia circular sign |
| 53 | NH - 328from Km 56.245 to Km 71.000 |
| 54 | 50x60 cm Double chevron |
| 55 | NH - 328from Km 56.245 to Km 71.000 |
| 56 | NH 730 fom km- 598.500 to km 603.710 |
| 57 | 30x90 cm (Left/Right) object Hazard |
| 58 | NH - 328from Km 56.245 to Km 71.000 |
| 59 | 50x60 cm Single chevron |
| 60 | NH - 328from Km 56.245 to Km 71.000 |
| 61 | Intersection/ Junction Sign Board Equilateral Trangle 90 Cm |
| 62 | NH 730 fom km- 598.500 to km 603.710 |
| 63 | Speed Breaker Board (Intersection road) Equilateral Trangle 90 Cm |
| 64 | NH 730 fom km- 598.500 to km 603.710 |
| 65 | School/College sign board equilateral trangle 90 cm |
| 66 | NH 730 fom km- 598.500 to km 603.710 |
| 67 | Petrol pum sign board 80cm x 60 cm rectangular |
| 68 | NH 730 fom km- 598.500 to km 603.710 |
| 69 | 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. |
| 70 | NH 730 fom km- 598.500 to km 603.710 |
| 71 | 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) |
| 72 | NH - 328from Km 56.245 to Km 71.000 |
| 73 | Bill No. 3 : PAVEMENT REPAIRS |
| 74 | Providing treatment and repair of pot holes/ruts and anydepth/patchrepairof all types of bitumen pavement completeasper TechnicalSpecification Clause 3004.2 and as per direction of Engineer by usingpavinggrade bitumen/emulsion/cold readymixmaterial. The job includesremoyalof all failed material,trimmingof completed excavation to providingfirmvertical faces,cleaningof surface, painting of tack coat on the sidesandbaseof excavationasperClause no. 503 back filling the patch withbituminous materialas per clause no.509.Compacting trimming and finishing the surface to forma smoothcontinuous surfaceallasperClause no. 3004.2 of Technical Specification. |
| 75 | NH - 328from Km 56.245 to Km 71.000 |
| 76 | NH 730 fom km- 598.500 to km 603.710 |
