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| 1 | Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M |
| 2 | Dismantling of cement concrete or brick or dismantlled materials as directed by E/I.within a distance of 60.00M |
| 3 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m 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) S.I. No. 253 |
| 4 | Cartage upto 5.00km for disposing of malba |
| 5 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273) |
| 6 | First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 7 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 8 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. |
| 9 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284 |
| 10 | Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504 |
| 11 | Fabrication of Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.(S.I.No.502c) |
| 12 | P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc |
| 13 | 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. |
| 14 | Brick edging on both side of road of first class brick 8cmx12cm laid with mud mortor as per E/I S.L No. 765 |
| 15 | Providing and applying of primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg/sqm using machenically means |
| 16 | Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10. Including heating bitumen, spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications |
| 17 | Providing and hying Dense Graded Binuminous Macadarn using crushed stone aggregates of specified grading, promised with bituminous hinder and filler, transporting the hot mix to work aite by nppers, laying with paver Geisher equiped with electronic senser to the required grade, level and alignment and rolling with smooth wheeled, vibratory and andem rollers as per specificatiems to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mun average compacted thickness with hirarmen of grade VG-30 5% (percentage by weight of total mix) and lime filler 2% (percentage by weight of Aggregate) prepared in latch Type Hut Mis Plant of 100-120 TPH capacity |
| 18 | Providing and laying Bituminous concrete using crushed stone aggregates of specifind grading. premixed with bituminous binder and filler, transporting the hot mis to work site by tippers, laying with paver finisher equiped with electronic sensor in the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem tollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge complete in all respects 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 Mis Plant of 100-120 TΡΗ capacity |
| 19 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade colour using hot thermoplastic material by fully semi automatic thermoplastic paint applicator machine fitted with 09-2022 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 ete complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 20 | P/F of Cats eye road stud as per direction of Engineer-in-Charge all complete |
| 21 | 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) Please Enable Macros to View BoQ information |
