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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 BY MECHANICAL MEANS Bituminous Courses |
| 3 | Transpotation of excavated earth from site incliding, loading & unloading lead 5 Km |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead |
| 5 | Construction of un -reinforced, plaincement concrete pavement M30 (Grade), thickness as per design, over aprepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregateS conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed inainfully automatic Batching Plantand transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transitmixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/retard setting of concrete, improve work ability with out impairing strengt hand durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Filmand finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, seal antnear approaches to bridge / culvert and construction joints, admixtures as approved, curing of concretes labs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately |
| 6 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 7 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 8 | Constructionofgranularsub-basebyprovidingwellgradedmaterial,spreadinginuniformlayerswithTractorMountGraderonpreparedsurface,mixingbymixinplacemethodwithrotavatoratOMC,andcompactingwithsmoothwheelrollertoachievethedesireddensity,complete as per MoRTH Specification Clause 401.For Grading III Material |
| 9 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 10 | 110 mm dia Please Enable Macros to View BoQ information |
