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Strengthening And Concreting Of A/R Sarfarajpur To Palam Vr-35 Km 0/00 To 1/00. Tq. Palam And Dist. Parbhani. - Junction Sarfarazpur Grama-5 Reinforcement and Cement Road Km. 0/00 to 1/00 T. Palam - Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . DSR I.no. 2.07 Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the 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 rubble obtained by blasting.(Hand broken).DSR I.No. 50.54 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. DSR I.No. 2.29a Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . DSR I.No. 50.58 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete DSR I.No. 2.30 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. DSR I.no. 50.59 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. DSR I.no. 2.31 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. DSR I.no. 2.18 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) DSR I.no. 24.01 Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), 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) DSR I.no. 24.06 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. DSR I>no. 26.33. Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. DSR I.no. 5.15. Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded 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. DSR I. no. 5.17 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of contractor, work completion and liability period etc, having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25m) thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbos etc with approved colour shade paint complete, on M.S. angle of size 3 x 35 x 3 mm frame with properly cross braced M.S angle of size 35 mm x 35 mm x 3 mm 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 and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling transportatiion, and labour etc complete Spec. No. As directed by engineer in charge MORTH 801 S.S.R. I.No. 6.96, Page. No. 79.
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