21 - Construction of CC Road at Shikarbadi Samta Nagar, UIT Area, Chittorgarh

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual methods, including transporting the excavated earth to the embankment site with a lift of up to 1.5 meters and a lead of up to 50 meters, as per MoRTH Specification Clause 301.3. ​

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads,transporting to site,spreading,grading to required slope and compacted to mee trequirement of Table300-2 with lead upto 50m as per MoRTH Specification Clause 305.3

Providing, laying and spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to wet mix macadam Specifications including premixing the material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed material by tipper to site laying in uniform layers with moter grader/F.E. loader/paver finisher, in sub-base/base course on a well prepared Under-base and compacting with vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Diversion etc. (MoRTH Specification : Clause 406) with all lead & lift

Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per drawing and MoRTH Specification : Clause No. 602, 112. using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

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