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| 1 | 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) complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. |
| 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 how from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- In-Charge and as per Maintenance Standard Clause No. 3.1 complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. Drains having depth upto 0.6 meter (2*5200)=10400 |
| 3 | Clearing road side/Median open lined/ pucca drains to bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge and as per Maintenance 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). Drains having cross-sectional area upto 0.3 Per Square meter ( 2*14660) = 29320 |
| 4 | Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge and as per Maintenance Standards Clause 3.1 complete in all respects as directed by the Engineer-In-Charge (Frequency of cleaning will be one time in a year i.e. before start of monsoon). |
| 5 | Slab/ Box Type Culverts |
| 6 | Pipe Culverts |
| 7 | Removal of rank vegetation/ weeds and undesirable vegetation from Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. 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 complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. (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*22824) =91296 Per Square meter)(82464*20%)=16492.80 Per Square meter x 3=49478.40 Per Square meter therefore total area= 82464 + 49478.40 =131942.40 Per Square meter. |
| 8 | Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per MoRTH Specifications Clause 3004.3.2 and as per direction of the Engineer-in- Charge (Fog seal). |
| 9 | White washing with lime two coats on parapet walls, drains, B/walls and bitumen drums etc. including preparation of surface by cleaning scraping etc. including thoroughly brooming the surface and remove all dirt, dust, mortar dirt and other foreign matter including carriage of materials by mechanical means with in all leads and lifts and as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 10 | Cleaning, removing, clearing of dust and dirt from the existing metal crash barrier ad pedestrian guard rail by washing with water and detergent etc. complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. |
| 11 | 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 within all leads and lifts, including all incidental charges as per the direction and entire satisfaction of the Engineer-in-charge. |
| 12 | Providing and laying of hot applied thermoplastic compound 2.50 mm thick i/c reflectorising glass beeds & 250 grams per Square meter. Area thickness of 25 mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level uniform and free from streak and hotes complete in all respects i/c carriage of materials and equipment in all leads and lifts with all modes of transportation complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. |
| 13 | Providing treatment and repair to 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 removal 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 within all leads and lifts, including all incidental charges as per the direction and entire satisfaction of the Engineer-in-charge. |
| 14 | Providing, laying, spreading and compacting stone aggregates of specific sizes(Grade-III) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density within all leads and lifts, including all incidental charges as per the direction and entire satisfaction of the Engineer-in-charge. |
| 15 | Providing and laying 50 mm thick dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bitumen binder(VG-40) @ 4.0 to 4.5 percent by weight of total mix and filler transporting the hot mix material to work site in clean insulated vehicles covered while in transit or awaiting, tipping & laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 505 within all leads and lifts, including all incidental charges as per the direction and entire satisfaction of the Engineer-in-charge. |
| 16 | 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, 2mm thick aluminum sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. as per the direction and entire satisfaction of the Engineer-in-charge. The sign shall ge maintained as per section 12 of IRC:67 |
| 17 | Direction and Place Identification Signs upto 0.9 Per Square meter Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area Not exceeding 0.9 Per Square meter fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. as per the direction and entire satisfaction of the Engineer-in-charge. |
| 18 | Direction and Place Identification Signs with size more than 0.9 Per Square meter size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminum sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Per Square meter fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two Nos. of mild steel circular pipe 65 NB ,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per the direction and entire satisfaction of the Engineer-in-charge. |
| 19 | Providing and fixing precast reinforced cement concrete 5th kilometer stone of standard design in M-15 grade concrete as per IRC:8, including excavation, foundation concrete, fixing in position, painting, lettering/printing, carriage of materials in all modes of transportation by mechanical/manual means, and all other incidental charges, complete in all respects as per the entire satisfaction and direction of the Engineer-in-Charge as per MORTH specificatio clause 804. |
| 20 | Providing and fixing precast reinforced cement concrete Ordinary kilometer stone of standard design in M-15 grade concrete as per IRC:8, including excavation, foundation concrete, fixing in position, painting, lettering/printing, carriage of materials in all modes of transportation by mechanical/manual means, and all other incidental charges, complete in all respects as per the entire satisfaction and direction of the Engineer-in-Charge as per MORT&H specification clause 804. |
| 21 | Earth work in excavation for installation of crash barriers by manual means in all kinds of soils, including spade work, pick work, jumper work, and excavation in soft rock, hard rock, and intermediate classifications of soil, as required as per drawings and Technical Specifications, including setting out, dressing of sides and bottom, removal of excavated material, backfilling with available earth to the extent required, and disposal/utilization of surplus excavated earth locally, complete as per MoRTH Specifications Clause 304 (latest revision), including carriage of materials, tools, plants, and equipment in all leads and lifts by all modes of transportation, complete in all respects and as per direction of Engineer-in-Charge. |
| 22 | Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concrete containing minimum contents of cement @ 5.50 (five point five zero) bags per cubic meter complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts ,drains ensuring Non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 latest revision including carriage of materials and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge. |
| 23 | Providing and erecting a metal beam \\"Thrie\\" beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series Channel in vertical post, 150x75x5 mm, spaced 2 m center to center 2 mtr high with 1.15m below ground level, all steel parts and fitment to be galvanized by hot dip process, all fitting to confirm to IS : 1367 and IS 1364 metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm.546 mm long complete as per clause 811. complete in all respect including carriage of material with in all leads and lifts as per direction of Engineer- in -charge. |
| 24 | Providing and fixing of high intensity Engineering grade plastic sheeting on the front side of the existing \\"W\\" metal Thrie beam crash barrier in yellow and black color with arrangement to be fixed on crash barriers for easy visibility at night complete in all respect including carriage of material with in all leads and lifts as per direction of Engineer- in -charge. |
| 25 | Excavation for retaining walls, breast walls & culverts in all kinds of soils such as pick work, jumper work, blasting work in soft and hard rock including chiseling and wedging out of rock( if required ) and saturated soils and their intermediate classifications in all heights and depths excavated material utilized to the extent required for road work .Stacking the useful stone/materials and disposal of unserviceable materials as per the direction of the Engineer-in-Charges including loading of truck for carrying the unserviceable materials with all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases, the work shall be carried out as per clause 301 of MORT&H specifications Latest revision to the entire satisfaction and direction of the Engineer-in-Charge. |
| 26 | Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concrete containing minimum contents of cement @ 5.50 (five point five zero) bags per cubic meter complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts ,drains ensuring Non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 latest revision including carriage of materials and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge. |
| 27 | Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred millimeter) dia PVC pipe, extended through the full width of the structure with slope of IV: 20H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge. |
| 28 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of Not less than 600mm (Six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.104 of IRC 78 & 2200 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfaction and direction of Engineer -in-Charge. |
| 29 | Excavation for roadway in soil by mechanical means including cutting and transporting/ lean the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per drawing and Technical Specifications as per MORTH Clause 301 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfaction and direction of Engineer -in-Charge. |
| 30 | Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concrete containing minimum contents of cement @ 5.50 (five point five zero) bags per cubic meter complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts ,drains ensuring Non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 latest revision including carriage of materials and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge. Please Enable Macros to View BoQ information |
