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| 1 | BOQ Part- A (Km. 72.075 to Km. 72.505 & Km 92.125 to 92.325 & Km 98.475 to 110.750 of NH-727H |
| 2 | BOQ Part -I ROAD MAINTENANCE |
| 3 | 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) |
| 4 | 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(Frequencywillbe once in a quarter). |
| 5 | a)Shouldersincludingside slopesof embankmentupto toe line on both sides of the carriageway.(Frequencyof cleaning will be four times in ayear;howeverlimitedto onlyareaspronetogrowth of rank/ undesirable vegetation and weeds). |
| 6 | slurrysealProvidingslurrysealfor filling of hair cracks, surface cracksandpreventive/ renewal treatment as per MoRTHSpecification Clause 512.b) Fillingof Surfacecracks 1-3mmandpreventing/renewal treatment. |
| 7 | BILL NO. 2: Road Property Maintenance |
| 8 | 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.) |
| 9 | Facility information Sign 800mmX600mm |
| 10 | i) 600 mm dia Circular sign(speed limit) |
| 11 | ii)900 mm triangular side.Give Way sign,narrow culvert ,curve,etc |
| 12 | iii)30x90 cm (Left/Right) object Hazard |
| 13 | iv) 50x60 cm single chevron |
| 14 | vi) Tree Plate (15 CmX15cm) |
| 15 | Road Delinator Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length lo make the reflective sheets vandal-proof. ). The retro refleclive sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 16 | Reflective Raised Pavement Markers (Road Studs / Cat Eye) 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 RPM (With shank) as per ASTM |
| 17 | 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. |
| 18 | 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. |
| 19 | Solar Power road marker (Solar Studs)The solar cateye shall be produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the marker should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral 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 illumination 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 markers are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The solar stud/ cateye shall be tested for water ingress as per IP 65 standards & IP 68 standard & compressive strength of 13635 Kg tested in accordance with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 20 | BOQ Part -3 PerformanceBased Incident Managment And Pavment Repairs |
| 21 | 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. |
| 22 | BILL NO. 4:Removal of Encroachment. |
| 23 | Removal of Encroachment in R.O.W including supply of materials, labour & T&P etc. required for proper completion of the work. |
| 24 | BILL NO. 5 EMERGENCY WORK PROVISION FOR RESTORATION |
| 25 | Truck Tipper (10 Tonne) |
| 26 | Hydraulic Excavator (JCB) |
| 27 | Labour: skilled |
| 28 | Labour unskilled |
| 29 | BOQ Part- B (Km. 91.075 to Km. 98.475 (Except Ch 92.125 to 92.325) of NH-727H |
| 30 | BOQ Part -I ROAD MAINTENANCE |
| 31 | 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) |
| 32 | 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(Frequencywillbe once in a quarter). |
| 33 | a)Shouldersincludingside slopesof embankmentupto toe line on both sides of the carriageway.(Frequencyof cleaning will be four times in ayear;howeverlimitedto onlyareaspronetogrowth of rank/ undesirable vegetation and weeds). |
| 34 | slurrysealProvidingslurrysealfor filling of hair cracks, surface cracksandpreventive/ renewal treatment as per MoRTHSpecification Clause 512.b) Fillingof Surfacecracks 1-3mmandpreventing/renewal treatment. |
| 35 | BILL NO. 2: Road Property Maintenance |
| 36 | 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.) |
| 37 | Facility information Sign 800mmX600mm |
| 38 | i) 600 mm dia Circular sign(speed limit) |
| 39 | ii)900 mm triangular side.Give Way sign,narrow culvert ,curve,etc |
| 40 | iii)30x90 cm (Left/Right) object Hazard |
| 41 | iv) 50x60 cm single chevron |
| 42 | vi) Tree Plate (15 CmX15cm) |
| 43 | Road Delinator Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length lo make the reflective sheets vandal-proof. ). The retro refleclive sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 44 | Reflective Raised Pavement Markers (Road Studs / Cat Eye) 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 RPM (With shank) as per ASTM |
| 45 | 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. |
| 46 | 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. |
| 47 | Solar Power road marker (Solar Studs)The solar cateye shall be produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the marker should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral 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 illumination 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 markers are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The solar stud/ cateye shall be tested for water ingress as per IP 65 standards & IP 68 standard & compressive strength of 13635 Kg tested in accordance with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 48 | BOQ Part -3 PerformanceBased Incident Managment And Pavment Repairs |
| 49 | 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. |
| 50 | BILL NO. 4:Removal of Encroachment. |
| 51 | Removal of Encroachment in R.O.W including supply of materials, labour & T&P etc. required for proper completion of the work. |
| 52 | BILL NO. 5 EMERGENCY WORK PROVISION FOR RESTORATION |
| 53 | Truck Tipper (10 Tonne) |
| 54 | Hydraulic Excavator (JCB) |
| 55 | Labour: skilled |
| 56 | Labour unskilled |
| 57 | BOQ Part- C (Km. 110.750 to 126.970) of NH-727H |
| 58 | BOQ Part -I ROAD MAINTENANCE |
| 59 | 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) |
| 60 | 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(Frequencywillbe once in a quarter). |
| 61 | a)Shouldersincludingside slopesof embankmentupto toe line on both sides of the carriageway.(Frequencyof cleaning will be four times in ayear;howeverlimitedto onlyareaspronetogrowth of rank/ undesirable vegetation and weeds). |
| 62 | slurrysealProvidingslurrysealfor filling of hair cracks, surface cracksandpreventive/ renewal treatment as per MoRTHSpecification Clause 512.b) Fillingof Surfacecracks 1-3mmandpreventing/renewal treatment. |
| 63 | Cement pointing of any design/repair to existing pointing, with cement mortar 1:3 on all types of masonry work in super structure/sub structure as per MORTH Specifications Clause No. 1000 & 1300 |
| 64 | Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure in cement work complete in all respects including testing etc. as directed by the Engineer conforming to MoRTH Specifications Clause no. 1000, 1300 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material. |
| 65 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 66 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 67 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. |
| 68 | Dense Graded Bituminous Macadam Grading 2Providing and laying dense graded bituminous macadam 50mmwith 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. |
| 69 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 70 | Bituminous Concrete Grading 2 using plastic wasteProviding and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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.(using 8% plastic waste) |
| 71 | BILL NO. 2: Road Property Maintenance |
| 72 | 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. |
| 73 | 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.) |
| 74 | Facility information Sign 800mmX600mm |
| 75 | i) 600 mm dia Circular sign(speed limit) |
| 76 | ii)900 mm triangular side.Give Way sign,narrow culvert ,curve,etc |
| 77 | iii)30x90 cm (Left/Right) object Hazard |
| 78 | iv) 50x60 cm single chevron |
| 79 | vi) Tree Plate (15 CmX15cm) |
| 80 | Road Delinator Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length lo make the reflective sheets vandal-proof. ). The retro refleclive sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 81 | Reflective Raised Pavement Markers (Road Studs / Cat Eye) 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 RPM (With shank) as per ASTM |
| 82 | 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. |
| 83 | 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. |
| 84 | Type-A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 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, 330 mm long complete as per clause 810 |
| 85 | Solar Power road marker (Solar Studs)The solar cateye shall be produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the marker should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral 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 illumination 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 markers are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The solar stud/ cateye shall be tested for water ingress as per IP 65 standards & IP 68 standard & compressive strength of 13635 Kg tested in accordance with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 86 | BOQ Part -3 PerformanceBased Incident Managment And Pavment Repairs |
| 87 | 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. |
| 88 | BILL NO. 4:Removal of Encroachment. |
| 89 | Removal of Encroachment in R.O.W including supply of materials, labour & T&P etc. required for proper completion of the work. |
| 90 | BILL NO. 5 EMERGENCY WORK PROVISION FOR RESTORATION |
| 91 | Truck Tipper (10 Tonne) |
| 92 | Hydraulic Excavator (JCB) |
| 93 | Labour: skilled |
| 94 | Labour unskilled |
