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| 1 | Earth work for cuitting or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. (Excluding Royalty) Analysis rate |
| 2 | Disposal of surplus earth upto 5 km |
| 3 | Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work . |
| 4 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work. |
| 5 | Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B. |
| 6 | Providing,laying,spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the mterials with water at O.M.C.in mechanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. incluing lighting, guarding, barricating and maintance of diversion etc. |
| 7 | Supply and Laying of C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I (zig-zag and 20% coloured tiles) |
| 8 | Providing and applying Primer coat on prepared surface witht Bitumen Emulsion @0.70 kg per Sqm. |
| 9 | Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications |
| 10 | Providing and laying 50 to 100mm average compected thickness bituminous macadam using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-30 @ 3.50%(percentage by weight of total mix ) prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. |
| 11 | Providing and laying 25mm average compected thickness semi - dense Bitminious concrete using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-30 @ 5.00%(percentage by weight of total mix ) and lime filler @ 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. |
| 12 | P/L of Hot applied Thermoplastic compound 2.5 mm thick including reflectiorising glass @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRCD : 35 the finished surface to be level, uniform and free from streaks and holes including post of all type of material, labour T&P etc. required for proper complition of the work as per MORTH specification (2001) No. 803 complete |
| 13 | Providing&fixing of pavement maker (cat eye ) type X- astmd - 4956-04 dellison / 3-M (usa make) consistiong of asa plastic hausing contain prismatic two glass coverd. Plastic reflective face two reflect incident light including all of tax etc. |
| 14 | Supplying and Fixing of 19mm thick Black mirror inaugration stone of size 900X600mm . Including base of 230X900mm brick base with foundation and 230mm x230 brick work around the stone, back base 115mm thick brick work,plastering and painting all copmlete as per direction of E/I. Please Enable Macros to View BoQ information |
