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| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. DSR 2023 15.59 |
| 2 | Providing, laying spreading & compacting of granular sub base (GSB) by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate S.R |
| 3 | Laying of interlocking Tile including/providing a base layer of fine sand below tiles & jointing with mortar including supply of all materials labour etc required for proper completion of the work.UPPWDSOR 2023-24 Ch -20 I,no 17 |
| 4 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 100mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 sor 23-24 /CH -20/i.no 17 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023 I.NO 6.1.1 |
| 6 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1 |
| 7 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 4.1.3 |
| 8 | Cartage of dismentled material 3km distance UPPWDSOR 2023-24 S.NO 3 page .no. 16A |
| 9 | Providing and applying tack coat bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surfacecleaned with mechanical broom. S.R |
| 10 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hous using crushed sggregates of specified grading, premixed with bituminous binder VG-30 @ 4.25 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause no. 507 complete in all respects.S.R |
| 11 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fnisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achiev ethe desired compaction as per MoRTH specifications Clause no. 509 complete in all respects.S.R |
| 12 | 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 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. SOR 23-24/ch-28/i.no=2 |
| 13 | Reflective Raised Pavement Markers(Cat eye/Road stud).SOR 23-24/ch-28/i.no=5 Please Enable Macros to View BoQ information |
