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| 1 | Construction Cement Concrete Pavement Road from Super Traders to SBI ATM (Jay Bhim Chowk Road) at Galli No. 8, Misal Layout in Prabhag No.02 |
| 2 | Dismantlingofflexiblepavementsanddisposalofdismantledmaterials uptoa leadof1000 metres, stackingserviceable andunserviceable materials separately etc. complete. |
| 3 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 4 | Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand)conformingtoIS:383,thesizeofcoarseaggregatenotexceeding 25 mm, , cement content not to be less than 150 Kilogram/ cum,optimum moisture content to bedetermined duringtrial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed ina batching plant/ Weigh batch mixer, transported to site with allleads and lifts, laid with a paver with electronic sensor /by suitable meansas approved byEngineer-in-charge , compacting withvibratory roller, finishing, curing andincluding preparation of sub-grade surface if required etc. complete. |
| 5 | Providingandlaying125micronLowDensityPolyethylene(LDPE)sheetconfirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 6 | Providing and laying in-situM35 Grade unreinforced plain cementconcrete pavement over a prepared sub base with 43 grade cement,coarseandfineaggregate(VSIgradefinely washedcrushedsand) conforming to IS 383, using fine and coarse aggregates combined gradation asperTable600-3ofMORTHSpecification2013,mixedin abatchingand mixing plant/ non tilting mixer and Weigh batcheras per approved mix design,admixtures,transporting to site,spreading,laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in- charge andcuring bycuringcompound/byprovidingcementvatain cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottomand40mmattopwith depthof75mmandmaintainingthesame throughout curing period by any other method approved by Engineer-in- charge. |
| 7 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .inconcrete slab using concrete cutting machine with diamondstudded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 8 | Filling Transvers contraction joint by bitumen by 60/70 grade including cleaning the joints & allowing the joint to became throughly dry befor sealent is applied. |
| 9 | ProvidingandfixingfactorymadeHydraulicallypressed Mechanicallyvibratedandcompactedprecastinterlockingcement concretepavingblocks100MMthickinM-50gradeof approved size and shape for City streets and roads with high volume/ heavy traffice asspecified and as per IS 15658:2006 including cost of all materials, manufacturing, curing,transportation ofblockstoworksite includingloading,unloadingand stackingasdirected,layingpaving blocksinpositionoverpreparedbedofVSIcrushedsandof50mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 10 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. |
| 11 | Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurum includingdressingsectiontotherequiredgrade,camberand sideslopesandconveyingthe excavatedmaterials with all lifts upto a leadof50m.andspreadingforembankment orstackingas directed. By Manual Means. (with prior permission of S.E.) |
| 12 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 13 | Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. |
| 14 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationand beddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfully automaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 15 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 16 | Providing and laying in situ /Ready Mixcement concreteM-20of trap /granite /quartzite/ gneiss metalforR.C.C.work infoundationslike raft,stripfoundations,grillageand footingsofR.C.C.columnsand steelstanchions etc.includingbailingoutwater, Steel centering formwork,laying/pumpingcoverblocks,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 17 | Providingandlayinginsitu/readymixcontrolled gradeofM15oftrap /granite /quartzite/gneissmetalforRCCworksincutoffwalls/curtainwallsincluding necessaryscaffolding,centering,compactingbyvibrator,finishingand curingetc.complete.(withfullyautomaticmicroprocessorbasedPLC withSCADAenabledwithreversibledrumtypemixer/concretebatch mix plant (pan mixer)VSI sand crushed, excluding reinforcement) |
| 18 | ProvidingandfixingheavydutyinterlockingconcreteColoured pavingblocksof80mm thickness of having a strength of 300 Kilogram/Sq.cm. of approvedquality andshape ona bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete |
| 19 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete. |
| 20 | TransportationofMaterial obtainedfromdebriesofvarioussorts including necessaryexcavation/loosingincludingloading,unloading and conveying and disposing as directed. |
