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| 1 | Ch. 0+900 KM to Ch, 20+130 KM (Part-A)Bill No. 1 : ROAD MAINTENANCEProviding 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) |
| 2 | Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains and making shallow kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineerin- Charge and as per Maintenace Standards Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon). |
| 3 | 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).houlders including side slopes of embankment up to 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). |
| 4 | Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete as per Technical Specifications Clause no. 406 of MoRTH. |
| 5 | Prime Coat on WMM Surface by SS1 Cationic emulsion @ 0.85kg/sqm |
| 6 | Providing, laying and compacting Dense Graded Bituminous Macadam complete as per technical Specification Clause no. 505 including tack coat as per Technical Specifications Clause no.503. |
| 7 | Tack Coat on WMM Surface by RS1 Cationic emulsion @ 0.275kg/sqm |
| 8 | Providing, laying and compacting Bituminous Concrete as per technical Specification Clause no. 507 including tack coat as per Technical Specifications Clause no.503. |
| 9 | Tack Coat on bituminous surface using RS1 Cationic emulsion @ 0.250kg /sqm. |
| 10 | Bill No. 2 : ROAD PROPERTY MAINTENANCEReplacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.mplete in all respects as per direction of the Engineer.Cautionary/Warning signTriangular 900 mm side |
| 11 | Mandatory/Regulatory sign - 600 mm dia Circular sign |
| 12 | Mandatory/Regulatory sign - 900 mm dia Circular sign |
| 13 | Informatory Sign - Facility information Sign 800 mm x 600 mm |
| 14 | c) Mandatory/Regulatory sign - Octagonal “STOP” sign |
| 15 | Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.Advance Direction, Destination, Reassurance and place identification sign (size 2100 mm X 1700 mm) as per drawing with two vertical posts embeded in M-15 cement concrete details as per description given above and as per drawing. (upto 0.90 Sqm) |
| 16 | Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.Advance Direction, Destination, Reassurance and place identification sign (size 2100 mm X 1700 mm) as per drawing with two vertical posts embeded in M-15 cement concrete details as per description given above and as per drawing. (More than 0.90 Sqm) |
| 17 | Cats Eye/Pavement Marker (NMC nail Less):-Made out of Acrylic-strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded of Methacrylate (NMC) reflector cube corner reflector design; Filled with tightly adhering potting compound as per ASTM D788 size 11.5 cm X 7cm X 1.6 cm or 10 cm X 10 cm X 1.75 cm provided with bituminous adhesive in sufficient quantity with each unit for fixing. No nail should be allowed for fixing. |
| 18 | Providing and marking of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms/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 complete in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge. |
| 19 | Providing and fixing single faced W-Beam metal crash barrier (W-profile safety guard rails) made out of the following members. Job includes erection complete in all respects as per MoRTH Specifications clause no. 810 and using M-20 grade cement concrete wherever required as directed by the Engineer. Beam made out of cold rolled steel strip W profile double of 3 mm thick having a minimum yield strength of 2400 kg/sqcm having width of 313 mm and depth of corrugation as 83 mm hot dip galvanized of zinc coating @ 550 gm/sqm. Post consisting of cold rolled channel 150 mm x 75 mm x 5 mm and spaced 2 mtr. centre to centre having minimum yield strength of 2400 kg/sqcm. The length of post shall be 1900 mm and minimum height of post above concrete foundation shall be 800 mm, hot dip galvanised of zinc coating @ 550 gm/Sqm, the post shall be fixed as required |
| 20 | Supplying and Fixing LED Solar Blinker mounted on a steel pole to guide and warn various vehicle drivers of forthcoming flyovers, crossover, underpass and other intersections and accident-prone region. Manufactured using superior grade battery, solar panel and other components, clearly visible for enhancing road safety during fog, rain and other adverse weather conditions including maintenance and replacement of the same and as directed by the the Engineer-in-Charge. |
| 21 | Bill No. 3 : PERFORMANCE BASED INCIDENT MANAGEMENT & PAVEMENT REPAIRProviding treatment and repair to pot holes/ruts of 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 removal of all failed material, trimming of completed excavation to provide 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 Specifications. |
| 22 | Tack Coat on bituminous surface using RS1 Cationic emulsion @ 0.250kg /sqm. |
| 23 | Ch. 20+130 KM to Ch. 27+500 KM and from Ch. 29+500 KM to Ch.39+500 KM (Part-B)Bill No. 1 : ROAD MAINTENANCEProviding 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) |
| 24 | Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains and making shallow kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineerin- Charge and as per Maintenace Standards Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon). |
| 25 | 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).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). |
| 26 | Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete as per Technical Specifications Clause no. 406 of MoRTH |
| 27 | Prime Coat on WMM Surface by SS1 Cationic emulsion @ 0.85kg/sqm |
| 28 | Providing, laying and compacting Dense Graded Bituminous Macadam complete as per technical Specification Clause no. 505 including tack coat as per Technical Specifications Clause no.503. |
| 29 | Tack Coat on WMM Surface by RS1 Cationic emulsion @ 0.275kg/sqm |
| 30 | Providing, laying and compacting Bituminous Concrete as per technical Specification Clause no. 507 including tack coat as per Technical Specifications Clause no. 503. |
| 31 | Tack Coat on bituminous surface using RS1 Cationic emulsion @ 0.250kg /sqm. |
| 32 | Bill No. 2 : ROAD PROPERTY MAINTENANCEPainting two coats on steel structure to give an even shade and smooth surface as per direction of the Engineer-in-Chargea) Old existing surface |
| 33 | Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.Cautionary/Warning signTriangular 900 mm side |
| 34 | Mandatory/Regulatory sign600 mm dia Circular sign |
| 35 | Mandatory/Regulatory sign900 mm dia Circular sign |
| 36 | Informatory SignFacility information Sign 800 mm x 600 mm |
| 37 | Mandatory/Regulatory signOctagonal “STOP” sign |
| 38 | Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.Advance Direction, Destination, Reassurance and place identification sign (size 2100 mm X 1700 mm) as per drawing with two vertical posts embeded in M-15 cement concrete details as per description given above and as per drawing. (up to 0.90 Sqm) |
| 39 | Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retroreflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer.Advance Direction, Destination, Reassurance and place identification sign (size 2100 mm X 1700 mm) as per drawing with two vertical posts embeded in M-15 cement concrete details as per description given above and as per drawing. (more than 0.90 Sqm) |
| 40 | Cats Eye/Pavement Marker (NMC nail Less):Made out of Acrylic-strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded of Methacrylate (NMC) reflector cube corner reflector design; Filled with tightly adhering potting compound as per ASTM D788 size 11.5 cm X 7cm X 1.6 cm or 10 cm X 10 cm X 1.75 cm provided with bituminous adhesive in sufficient quantity with each unit for fixing. No nail should be allowed for fixing. |
| 41 | Providing and marking of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms/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 complete in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge. |
| 42 | Providing and fixing single faced W-Beam metal crash barrier (W-profile safety guard rails) made out of the following members. Job includes erection complete in all respects as per MoRTH Specifications clause no. 810 and using M-20 grade cement concrete wherever required as directed by the Engineer. Beam made out of cold rolled steel strip W profile double of 3 mm thick having a minimum yield strength of 2400 kg/sqcm having width of 313 mm and depth of corrugation as 83 mm hot dip galvanized of zinc coating @ 550 gm/sqm. Post consisting of cold rolled channel 150 mm x 75 mm x 5 mm and spaced 2 mtr. centre to centre having minimum yield strength of 2400 kg/sqcm. The length of post shall be 1900 mm and minimum height of post above concrete foundation shall be 800 mm, hot dip galvanised of zinc coating @ 550 gm/Sqm, the post shall be fixed as required |
| 43 | Supplying and Fixing LED Solar Blinker mounted on a steel pole to guide and warn various vehicle drivers of forthcoming flyovers, crossover, underpass and other intersections and accident-prone region. Manufactured using superior grade battery, solar panel and other components, clearly visible for enhancing road safety during fog, rain and other adverse weather conditions including maintenance and replacement of the same and as directed by the the Engineer-in-Charge. |
| 44 | Bill No. 3 : PERFORMANCE BASED INCIDENT MANAGEMENT & PAVEMENT REPAIR Providing treatment and repair to pot holes/ruts of 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 removal of all failed material, trimming of completed excavation to provide 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 Specifications. |
| 45 | Tack Coat on bituminous surface using RS1 Cationic emulsion @ 0.250kg /sqm. |
| 46 | GST @18% of Total Amount from Item No. 1 to 45 Please Enable Macros to View BoQ information |
