Ministry Of Road Transport And Highways Tender

Dry Lean Cement Concrete Sub- base Construction of Dry lean Cement Concrete Sub- base over a prepared sub- grade with coarse and fine aggregate as per table 600-l 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, cement content not to be less than 150 Kg/Cum, 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 to the required grade, level and alignment, finishing neatly, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking, transporting etc., complete, all other incidental charges as per the direction of Engineer-in-charge of the workwith a lead of mixed material. (Compacted thickness)

Thin White topping Construction of thin white topping with plain Cement Concrete pavement over existing surface with approved grade cement at 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine 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, with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing, textured with texturing machine, finishing and curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete, all other incidental charges as per the direction of Engineer-in-charge of the work with a lead of mixed material. (Compacted thickness)

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete all other incidental charges as per the direction of Engineer-in-charge of the work. (New road formation)

Excavation in soil using Hydraulic Excavator and Tippers with Disposal Excavation for roadwork in soil by 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, unloading, with all lifts and lead including all labour, hire charges of all machineries etc., complete all other incidental charges as per the direction of Engineer-in-charge of the work.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces, etc., complete all other incidental charges as per the direction of Engineer-in-charge of the work. A PCC Grade M15 using batching plant & Concrete pump

RCC grade M20, Using, Batching plant transit mixer & concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces etc, complete all other incidental charges as per the direction of Engineer-in-charge of the work.

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub structure including cost of all labour, materials, usage charges of machinery, fabrication charges, staightening, cutting, bending, hooking, binding, with approved quality of binding wire, after placing in position, tying, laping, or welding wherever required, (wastages for laps, hooks shall not be measured & paid), with all lead, lifts, loading, unloading, transporting, stacking neatly, etc, complete all other incidental charges as per the direction of Engineer-in-charge of the work as per drawing & Technical specifications.

Metal Beam crash Barrier. Type-A,"W" : Metal Beam Crash Barrier Providing, erecting and fixing “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per the clause 811 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc,. all other incidental charges as per the direction of Engineer-in-charge of the work.