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| 1 | Supplyingtrap/granite/quartzite/gneissstonemetalofrequiredsize by bringingthe boulders/ Rubbleat theroad sidebreaking themto requiredgradationincludingconveyingtheboulders/Rubbleand stackingthebrokenmetaletc.complete.(Priorapprovalofsample stackofbrokenmetalbytheEx.Engineerisnecessarythedateof approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken) ( Item No. 50.57) |
| 2 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Item No.2.29a |
| 3 | Spreading 80/40mmmetalforroadworkincludingsectionongetc complete as directed by Engineer in charge . (Item No. 50.58) |
| 4 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. ,Item No.2.30 |
| 5 | Compactingthesubgrade/gravel/oversizemetal(200mmloose) layersforallwidthwithPowerrollerhavingweight8to10MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.59) |
| 6 | 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) I.NO.24.01 |
| 7 | 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 Specification 2013, mixed in a batching and 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 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. 5.01 |
| 8 | Providingandfixingboarddisplayinginformation,suchas\"Nameof work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18gauge(1.25mm)thickmildsteelsheetpaintedwithonecoatof Zinc chromate stoving primer and two coats of enamel paint on front sideandgreystoveenamelonbacksideandborder/messages/ symbols etc. with approved colour shade paint complete, on M.S.angleofsize35x35x3mmframewithproperlycrossbraced M.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwo M.S.angleironpostsofsize65mmx65mmx6mm,3.65mlong painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete 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 (Item No. No. 6.36) |
| 9 | Add For royalty |
| 10 | Add For Testing |
| 11 | Add For Insurance |
| 12 | Add For GST |
