widening and strnthing of gyanpur Nathaipur rohi imamganj road (17.150 km)

Amount

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 sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 303.1

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.

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.complete as per clause 406.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Dense Graded Bituminous Macadam Grading -II,Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Bituminous concrete Grading -II,Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 507 complete in all respects

Zig Zag shapped rubber mould reflective tile80mm thick compressed interlocking cement concrete pavers block manufactured by high pressure & controlled vibration machine The compressive strength of concrete paver blocks shall not be less than 30Mpa & 5.5kg/no. with all material, labour T&P etc. required for prober completion of work as directed by Engineer-in-incharge

construction of U type RCC Drain in both sides of the road etc. up to out fall

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 303.1

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.

Sand Filling in foundation trenches as per drawing and technical specification

PCC Grade M-15 using batching plant & Concrete pump Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications 1300&2200

Floor Apron-Construction of floor apron required thick comprising of PCC Grade M20 using batching plant transit mixer & Concrete pump.

Flexible Apron-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 2503

RCC Grade M-25 using batching plant transit mixer & Concrete pump in super-structure as per drawing and technical specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 2706 & 2200.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification 710.1.4.of IRC:78 and 2504.2

Drainage Spouts complete as per drawing and Technical specification 2705.

Supply fitting and placing HYSD Bar reinforcement in super structure complete as per drawing and technical specifications.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification1500,1600,1700 & 2704.

Dismantling of existing culvert (Brick work, RCC work, ) and including stacking of dismentaled materials as directed by Engineer-in-charge within a distance of 60 meters.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Back filling with local sand behind abutment, wing wall and return wall complete as per drawing and technical specification.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 2504.

APS AND COMPANY PRIVATE LIMITED

M/s Jai Hanuman Construction

M/S ABHAY ENTERPRISES

ASHTBHUJA CONSTRUCTION