Construction of 5x5x4 m span Box Culvert at Markamau Chaukaghat Road (ODR) on Katka Nala in damage RCC culvert

Dismantiling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet)

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.

Providing & laying cement concrete 1:3:6 (1cement, 3coarse sand,6 stone grit) including supply of all materials labour & T&P etc required for proper copaction of the work and curing complete, also including cost of formwork in foundation & floors.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M-25) For Raft

Providing & laying M25 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification & section 1500, 1700 & 2200 of MORTH&H specification (2001)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification M-30

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification M-35 Cement Concrete crash Barrier Railing

Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site.

Providing and laying Cement Concrete Wearing Coat M-35 grade including reinforcement completeas per drawing and technical Specifications

Drainage Spouts complete as per drawing and Technical specification

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Laying Reinforced cement concrete 600 mm dia NP3 Hume pipe 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 .

Boring & Loring with 100 mm dia PVC pipe with all charge including all materials

Dewatering with diesal Pump including all charges like fuel & operator

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. For KC drain

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications For KC drain

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.

Providing and laying Filter material underneath pitching in slopes 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

Construction of embankment with approved material obtained 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 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.

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 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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

Providing and laying dense graded bituminous macadam 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 laying bituminous concrete with 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

Note- GST will be paid extra for above all items as per Govt. Norms.

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