Construction of a road in Ward No 18 Gorakhpur district from Radar T-Junction to Pawan Vihar Shiv Mandir during the financial year 2026-27 including 5 years of maintenance and repair Lot No 8 of 9

Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 10 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Construction of dry lean cement concrete Sub- base over a prepared 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 per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

P/L of Interlocking concrete block pavement Zig - Zag having thickness 80 mm as per drawing and technical specification clause 1504 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 grade in foundation as per drawing and Technical Specification. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.)