Tender For Strengthening Work Of Satoha Palikheda Link Road Located In Mathura. - 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. 2 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR2023 I.NO 4.1.8 3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr 2023 i.no 5.1.2 4 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(RETAINING WALL) DSR 2023-24 I.NO 5.2.2 5 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. dsr 2023 i.no 5.22A.6 6 Providing, laying spreading & compacting of granular sub base 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 7 Supply & Laying ofprecast concrete Block ( Interlocking tiles) for paving of thickness100mm 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 2022-23 8 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 i.no 4.1.3 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. 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. 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. 12 Cartage of dismentled material 3km distance including loading & unloading etc. all complete 13 Supply of JCB machine for levelling etc. with driverincluding P.O.L. all complete as directed by E/I Sno.29 page11UPPWDSOR 2021 14 Centering and shuttering including strutting, propping etc. and removal of form form for; foundation, footing bases of column etc for mass concrete dsr 5.9.1
