Construction of C.C. Road from Singawat Wada Talai to Amba Mataji in Revenue Village Debari. 8302

Item Code [2025 3.14]:Item Type [road] :: Construction of sub grade and earth enshoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to requireds lope and compacted to meet requirement of Table 300 - 2 with lead up to 50 m as per MoRTH Specification Clause 305.3

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 [pwd bsr 2025 6.1]: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 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous 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 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 Fixed Form Paver 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 [road 2025 4.6]:Item Type [road] :: Providing ,laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site ,laying in uniform layers in sub-base/base course on a well prepared sub- base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion ,etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

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