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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 2 km and lift upto 1.5m, disposed earth to be levelled and neatly dressed. in All Kinds of Soil with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work |
| 2 | Preparation and consolidation of Sub Grade with power road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good the undulations etc. and re - rolling the sub grade and disposal of surplus earth lead upto 50 metres with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work. |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-30 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 5 | Scarifying the existing bituminous road surface to the depth upto 50mm and disposal of scarified materials within all lifts and lead upto 1 Km (by mechanical means) including all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work |
| 6 | Providing and applying prime coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom: On W.M.M. @ 0.7 Kg / sqm with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work |
| 7 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per Specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 100-120 TPH capacity. |
| 8 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom: On bituminous surface @ 0.25 Kg / sqm with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work |
| 9 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity including cost of alll abour, materials, tools, equipments etc. complete as per detailed specifications and directions of Engineer-in-Charge |
| 10 | Providing and fixing at or near ground level precast cement concrete in kerb in grade 1:1.5:3 cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 11 | Painting the Kerb wall with Epoxy paint (two or more coats) including prepared and aplied as per manufacturer's specifications including appropriate priming coat, preparation of surface etc. complete. |
| 12 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per squre meter area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and section 803.4 of MORTH Specification (5th Revision) . The finished surface to be level, uniform and free from streaks and holes, including the cost of materials, labour, tool & plant, transportation and diversion of traffic etc to complete the work. |
| 13 | Providing and laying Bituminous concreteas per the MoRTH's latest specifications for laying the speed breakers inside the port premises as per the fig -2 of IRC:99-1988 including providing and laying prime coat over bituminous pavement surface using 7 kg of Bitumen Emulson for 10 sqm.area including labour, tools, plants, equipments, transportation, safety measures and incidental as necessary to complete the work as per IRC:99-1988 Specifications |
| 14 | Supply and fixing of retroreflective road marker or road studs at ever 10m Intervals ( on both egde line & centre line), with two no. retro reflective strips bounded in each house fixed with apoxy adhesive on the road as per direction of Engineer incharge. |
| 15 | Manufacturing supplying and fixing Retro Reflective Sign Boards made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25 x 25 x 3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35 x 35 x 5 mm to a vertical post made up to M.S. Tee section ISMT 50 x 50 x 6 mm welded with base plate of size 100 x 100 x 5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge. |
| 16 | Dismantling Cement concrete / RCC by manually or by mechanical means to make connection the drain water drain into the existing drainincluding stacking of serviceable materials and disposal of unserviceable materials within a lead of 50 meters or as directed at site including cutting the exposed rods upto required level including all labour, tools and equipments lifting , transport , unloading etc complete. |
| 17 | Providing the levelling course for the side drain in cement concrete 1:4:8 including preparing the surface for laying the concrete including all cost of labours, materials, tools & plants and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work . |
| 18 | Providing the side drain in cement concrete 1:1.5:3 by fixing half section150mm dia pipe to drain the water from road to existing drain including all cost for concrete materials, pipe cost, tool & plant and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer in charge of the work. Please Enable Macros to View BoQ information |
