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tender for construction of road bhiwadi mahadev temple parisar taluka purandar - excavationforfoundationinearth,soilofalltypes,sand,gravelandsoftmurum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthe buildingareaand stackingandspreadingasdirected,dewatering,preparingthebed forthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift upto 1.5 m.) by mechanical means 2 excavationforfoundationinhardmurum includingremovingtheexcavatedmaterial upto distanceof50metresbeyondthebuildingareaandstackingandspreadingas directed,dewatering, preparing the bed for the foundation and necessary back filling,ramming, wateringincludingshoringandstruttingetc.complete.(liftupto 1.50m)bymechanical means 3 excavationforfoundation insoftrockincludingshoringandstrutting,dewateringas necessary and disposing off excavated stuff as directed etc. complete.a) upto 1.50m lift normal rate 4 providing and laying in situ / ready mix cement concrete of m-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting andcuringetc.complete.(withreversibledrumtypemixerwithscadawithfine agreegates of required specifications (natural sand / vsi sand finely washed etc ) (non scada item) 5 providing, cutting, bending, hooking, tyingand laying in position tmt fe 500 steel bars for reinforcementfor all rcc works as per detailed drawings etc. complete. 6 providingandlayingweepholesof100mmdiameterpvcpipesasperdrawingfor abutment returns, return walls etc. complete. 7 providing and laying in situ / ready mix m-25 controlled reinforced cement concrete of trapmetalforraftslabincludingvhaunches,formwork,scaffolding,compactionby vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegatesofrequiredspecifications(vsisandfinelywashedetc)etc.complete. (excluding reinforcement).a) rcc grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . 8 providing and laying in situ / ready mix m-25 cement concrete of trap /granite/quartzite/ gneissmetal forcastincitur.c.c.solid piers,columnetc. including provision of v shaped false joints to form suitable panels on the faces to approve design with compacting byvibrating andcuring complete. including plywood/steel formwork,centering ( excluding dewatering by means of pump) and including bailling out water and including cm 1:3curing complete.a) height upto 5 m. (with concrete mixer)i) height up to 5 m, normal rate. 9 providingand fixing in position guard railing as per drg. no. 15 type c dt. 20-4-79, with 3 rows of 40mm dia. g.i. pipe 30cm a part and fixed in m.s. channels of section 100 x 50 x 6 mm spaced 2.5 c/c 1:2:4 c.c. bedding of size 45 x 30 x 30cm. as per detailed drawing,with3coatsofapprovedofyellowandblackpaintincludingnecessaryexcavation in any strata. 10 providingandlayingoffiltermediawithgranularmaterials/stonecrushedaggregates satisfyingthe requirements laid down in clause 2504.2.2 of morth specificationstoa thicknessofnotlessthan600mmwithsmallersizetowardsthesoilandbiggersize towardsthewallandprovidedovertheentiresurfacebehindabutment,wingwalland return wall to the full height compacted to a firm condition as per drawing and technicalspecifications etc. complete. 11 providingand fixing 25mm diameter steel anchor dowel in hard rock including drilling holeof32mmdiameterupto0.75mtrsdepth,placingthedowelinpositionandeffectively grouting the hole with cm 1:1 proportion etc. complete. 12 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller. to the required density. by mechanical means - grading i (using screening type a (13.2) mm aggregate) 13 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing 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)(non scada item) 14 providing and laying in situ cement concrete m -20 with tremix treatment for 200 mm thickness forconcrete road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( naturalsand /vsi grade finely washed crushed sand) etc. complete -- m30 item converted to m20 item. difference in costof cement 0.40 mt - 0.35 mt = 0.05 mt at rs 6000 is 0.05 x 6000 = rs 300, hence final rate = basic rate for m30item - rs 3000 - rs 126 for non scada i.e. (8446 - 300 - 126 = 8020 final rate = 8020.00 15 supplying hard murum/ kankar at the road site, including conveying and stacking complete 16 spreading hard murum/ soft murrum/ gravel or kankar for side width complet 17 providing and fixing board displaying information, such as name of work, tender cost,name of contractor, work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on m.s.angle of size 35 x 35 x 3 mm frame with properly crossbraced m.s. angles of size 35mmx35mmx3mm duly painted including two m.s. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. spec. no. as directed by engineer in charge
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