WIDENING STRENGTHENING OF GORAJU PABHOSHA LINK ROAD

Amount

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. And transporting to the embankment location in near vicinity Open Area.

Construction of embankment/ Patari 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 as per Morth Speci. Class 305(3.18). (local Earth)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Local Earth)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth MoRT&H Specific - ations 401

WMM (Norman) Providing, laying, spreading and compacting graded stone aggregate (Bharatkoop/Kabrai) (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) 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, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) to (Stabilization with emulsion3.5% and cement 1% )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 tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.30 kg per sqm on the prepared Existing surface which is cleaned with broom as per Technical Specification Clause 503.

Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects

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. As per MoRT&H Spec. Sr. No. 12.1 clause 304

Plain Cement Concrete (M-15) in Open Foundation complete of the work as per MoRT&H Spec. Sr. No. 12.8 clause 1500, 1700 & 2100

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. As per MoRT&H Spec. Sr. No. 13.1 clause 1300 & 2200

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. As per MoRT&H Spec. Sr. No. 14.1 clause 1500. 1600 & 1700

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. As per MoRT&H Spec. Sr. No. 13.2 clause 1300 & 2200

Supply of 350 mm dia NP-3 Hume Pipe

Laying of 350mm dia NP-3 Hume Pipe Culvert

Supply of 600 mm dia NP-3 Hume Pipe

Laying of 600mm dia NP-3 Hume Pipe Culvert

M/s A.K. Associates