Re-Strengthening of 100ft. Road Junction at Gokul Garden Near IEVO Factory, Bedla. 3203

Item Code [2025 16.28 Dowel bar]:Item Type [building] :: Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC15 & 58 in cluding cutting , placing in position across transverse join t with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.

Item Code [2025 3.5(iii) ]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

Item Code [2025 6.1 new]:Item Type [road] :: Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Item Code [unified 2025 6.7 Dry Lean Cement Concrete]:Item Type [road] :: Construction of dry lean cement concrete Sub - base over aprepared sub - grade with coarse and fine aggregate conforming to IS : 383 ,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 , aggregate gradation after blending to be as pertable 600-1 , cement content not to be less than 150kg / cum,optimummo is ture content to be determined during trial length construction , concrete strength not to be less than 10 Mpaat 7 days , mixed in abatching plant , transported to site ,laid with apaver with electron ic sensor , compacting with 8-10 tonnes vibratory roller , finishing and curing.