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| 1 | Part A Pavement:Excavating, supplying and filling of local earth (including royalty)by mechanical transport also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. incl carriage of material upto 15 km, incl rolling consolidation charges with PRR |
| 2 | P/L of GSB in 15cm layers incl consolidation, rolling with road roller of 8 ton capacity incl all carriage of material from source to SOW. |
| 3 | 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 |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped 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 specifications and directions of Engineer-in-Charge. 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 6 | Providing and laying semi- dense 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 equipped 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. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 7 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 8 | P/L of Khak Bajree in berms incl. rolling all complete job. |
| 9 | Part B Toe Wall:Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 10 | Providing & laying of Dry stone soling incl: hand packing & ramming including all carriages upto site of work complete. |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 13 | Centring & shuttering incl: strutting, propping etc. & removal of form work for foundation footings, bases of columns etc. |
| 14 | Carriage of materials by MT incl loading/ unloading & Stacking complete Sand Avg lead 30 km |
| 15 | Carriage of materials by MT incl loading/ unloading & Stacking complete Stone agg below 40mm avg lead 15 Km |
| 16 | Carriage of materials by MT incl loading/ unloading & Stacking complete Stone agg above 40mm avg lead 15 Km |
| 17 | Part C CC Drain:Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by ngineer-in-Charge. All kinds of soil : |
| 18 | Providing & laying of Dry stone soling incl: hand packing & ramming including all carriages upto site of work complete. |
| 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 21 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 22 | Centring & shuttering incl: strutting, propping etc. & removal of form work for foundation footings, bases of columns etc. |
| 23 | Carriage of materials by MT incl loading/ unloading & Stacking complete Sand Avg lead 30 km |
| 24 | Carriage of materials by MT incl loading/ unloading & Stacking complete Stone agg below 40mm avg lead 15 Km |
| 25 | Carriage of materials by MT incl loading/ unloading & Stacking complete Stone agg above 40mm avg lead 15 Km |
| 26 | Part D Road Furniture:Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 27 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum 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 aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and 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 M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Cautionary/warning sign boards of equilateral triangular shapehaving each side of 900 mm support length of 3650mm. |
| 28 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 1150x75x5 mm spaced 2m 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 confirm to ISI: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810 incl all carriages of materials upto site of work complete |
| 29 | Part E Cross Drainage:Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 300 mm dia |
| 30 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 450 mm dia |
| 31 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 600 mm dia |
| 32 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 900 mm dia |
| 33 | Maintenance Cost for 5 Years |
| 34 | 1st Year 10% |
| 35 | 2nd Year 15% |
| 36 | 3rd Year 20% |
| 37 | 4th Year 25% |
| 38 | 5th Year 30% Please Enable Macros to View BoQ information |
