Widening and Strengthening of Aant Imaliya Chitrakoot (Daulatpur mod) Length 2.50 km.

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

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

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

Construction of Subgrade with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to the desired dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects. ( Compaction Only)

Construction of earthen shoulders with material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to the desired dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects.

Construction of granular sub-base by grade-1 for providing well graded material from approved quarry , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification 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 (SS2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means.

Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects.

Providing and laying dense graded bituminous macadam Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 4.5 % , 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 and tandem roller to achive the desired compaction as per MORTH & H Specification Clause 505 complete in all respects.

Providing and laying bituminious concrete Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 5.4%, 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, tandem roller and Pneumatic Tyre roller to achive the desired compaction as per MORTH & H Specification Clause 507 complete in all respects.

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material..

Laying reinforced NP3 600mm cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets

Laying reinforced NP3 1000mm cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days.

Granular Materials (OBB) Fillings in trenches as per drawing and technical specification clause 305.3.9 on the sides of Hume Pipe.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Plastering with cement mortar (1:3)on brick work in substructure/superstracutre as per technical specification.1300 &2200 s.n.13.3

Providing Weep holes in Brick masonary/Plain/ Reinforced Concrete abutement, wing wall/return wall with 100mm dia AC pipe, extending through the full width of Structure with slope of 1V:20H towards drawing force. Complete as per drawing And Technical Specification.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800, 1205.4 and 1205.5 (M-25)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Drainage spouts complete as per drawing and technical specification

Routine maintenance charge up to 5 Year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of E/I .

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