Widening of Fatehpur Bahua Hinauta Road (SH-170) ch 4.700 to 25.430 in distt fatehpur

Dismantling of existing Interlocking Tiles including stacking of dismantaled material as per as per MORTH Specification 2.4ii

Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

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 30 m

Construction of granular sub-base by providing coarse graded material, grade-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. Clause 502

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G. 30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Tack Coat (Over D.B.M. Surface) Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderVG30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and MORD Specification Clause 1504, including cost of all material labour T&P etc. complete but excluding cost of inter-locking blocks which will be available after dismantaling of existing interlocking Concrete Block Pavement as per direction of Engineer-in-charge.

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 as per MORTH specification clause No. 2100

Plain/Reinforced Cement Concrete in grade m-25 Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in grade m-25 in super structure complete as per Drawing and Technical Specifications. 1500, 1700 & 2100

Supplying, fitting, and placing HYSD bar reinforcement in sub-structure complete as per drawing and MORTH specification clause 1600 & 2200 (13.6)

Providing and laying RCC Hume Pipe- 350mm dia NP3

Providing and laying RCC Hume Pipe- 900 mm dia NP3

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications As per MORTH specification claue No, 1300.

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Dismanting of existing strutures like culverts bridges, retaining walls and other structure comprising of masonry

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 MORTH Specification 602

M/S Tripathi Construction

Bansal Highway Infratech Pvt Ltd

M/s A.K. Associates

C.L GUPTA & SONS

M/S NAV BHARAT TRADING COMPANY

M/s S S Associates, Alld