Tender For Grampanchayat Land Bajarpeth Development Etc. At Village Malkapur Panga Tq Sindkhed Raja - Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingthe excavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingas directed,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)80 mm Metal, By breaking Boulders(Hand broken). 3 Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary thedateofapprovalwillformpartofthemeasurements) a)40mmMetal,BybreakingBoulders (Hand broken). 4 Supplying soft murum at the road site, including conveying and stacking complete. 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 6 Spreading 80/40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyEngineerincharge . 7 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 8 Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. 9 Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. 10 Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryrollerincluding artificial watering etc. complete. 11 Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 12 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering, formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fullyautomaticmicro processor based PLC withSCADA enabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 13 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 14 Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification2013,mixedinabatchingandmixingplant/nontiltingmixerandWeighbatcher asper 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 and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. 15 Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsof enamelpaintonfrontside andgreystove enamelonbackside andborder/messages/symbolsetc.with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross bracedM.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 16 Add For Royalty Of Sand 17 Add For Royalty Of Other material 18 WA,IV/CV,SP Gr 19 SA 20 FI 21 Add For Testing Charges 40 mm-WA,Sp Gr,IV/CV 22 Add For Testing Charges 40 mm-SA 23 Flakiness Inndex 24 Murum PL& LL 25 Murum SA 26 CS 27 M30 Mix Design
