Special Repair of Agra Aligarh Road to Nagla Algarji Hote Huye P.B. Road Tak

Construction of dry lean cement concrete (DLC) Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 1 : 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length constructioin, 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.( Including Cost of GST)

Construction of Panel plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregate not xeceeding 25 mm, mixed in concrete mixer of not less than 0.2 cum capcaity and appropriate weight batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel paltes 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 porovision 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.PCC Grade M-30 Each Panel(0.50x0.50) thickness 125mm)( Including Cost of GST)

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 within all lifts and lead upto 1000m( Including Cost of 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.( Including Cost of GST)

Reinforced Cement Concrete M20 in Foundation complete as per Drawing and Technical Specifications. ( Including Cost of GST)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications 12.40( Including Cost of GST)

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203( Including Cost of GST)

Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204( Including Cost of GST)

Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 ( Including Cost of GST)