Widening and Renovation of Road

Amount

Widening and renovation of road

Earth work in excavation of foundations of bridges culverts, building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around For semi conglomerate or soil of nature of pick jumper.

Disposal of excavated muck from site of work to disposal site upto 1KM including loading, unloading & carriage etc complete in all respect

Providing, laying, spreading, watering, leveling and compacting river bed material including loading un-loading and carriage to the site of work complete in all respect as per deptt. Design and PWD specifications

Providing and laying Cement Concrete 1:3:6 with Stone ballast or shingle, Machine mixed (using conc. mixer volumetric type) and using Needle vibrator Complete as per deptt. Design and PWD Specifications.

Providing and laying Cement Concrete 1:2:4 With stone ballast or shingle by using mechanical batch type mixer and needle Vibrator in foundation

Providing and laying Cement Concrete 1:2:4 With stone ballast or shingle by using mechanical batch type mixer and needle Vibrator in foundation

Shuttering for faces of concrete foundations And foundation beam & plinth beam (vertical or battering)

Providing and laying of Reinforced cement concrete M-20, mechanically batch mixed using batch type concrete mixer as per IS-1791 & vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation and plinth complete as per deptt. Design and PWD specifications.

Providing and laying of Reinforced cement concrete M-20, mechanically batch mixed using batch type concrete mixer as per IS-1791 & vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in superstructure complete as per deptt. Design and PWD specifications.

Providing and laying Centering and shuttering For faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pilasters buttresses etc

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the Complete rate of RCC including bending and placing in position complete.

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 from mix plant to site of work, 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 technical clause 406 of MORT&H specifications.

Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqmcomplete as per technical clause 502 of MORT&H specifications

Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/Granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H Specifications complete in all respects.

Providing and laying bituminous macadam 50 to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications.

Providing and laying semi dense bituminous concrete 25 to 30mm thick with batchtype HMP using crushed aggregates of specified grading, premixed with Bituminous binder VG-30 @ 5%, carriage of mixed material to site of work, 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 complete as per IRC-111(2009) complete in all respects.

Providing and fixing of dual directional round coenered cat eye aluminum alloy casted stud 120x120mm having plastic ABS strip containing 43x2 = 86 mini rectro-reflective glass beads of colour white/red/yellow a side provided with steel zinc plated nail of dia 12mm of length 120mm for fixing to road by hammering CAT part no. GPL-01-04 (using 3M double molded shank Cat Eye/Road Stud including labour, Epoxy & fitting charges)

Providing & laying Road marking with hot applied thermoplastic compound 2.5mm thick Including reflectorizing glass beads @ 0.25kg per Sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications CSR-24.57

Providing and fixing high intensity prismatic uni directional twin reflector delinator having two 110mm dia yellow coloured HIP intensity reflectors along with three directional HIP yellow reflectors 25x75mm over 300x165mm oval shaped steel sheet 18 gauge head supported over steel tube 47mm dia of 18 gauge sheet support of total height 1000mm having flared/welded foot for firm grip to base. Steel tube to have additional steel sheet plate size 150x250mm of 18 gauge with two yellow HIP to oblique strip sign. All steel parts back powder coated to make all weather resistant

Providing & laying plain cement concrete M-20 grade precast kerb 250mm high (300mm as per drawing) with bottom width 165mm and top width 115mm fixed in position including carriage to site of work complete as per technical clause 408 of MORT&H specifications.

Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity microprismatic grade retro reflective sheeting as per ASTM D 4956-09 and as per IRC 67 fixed over 4 mm thick aluminum composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @200mm C/C to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per technical clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC67-2012

WALIA CONSTRUCTION CO.