Construction of H.L. Bridge over Kendrapara Canal at Sankhila at Ch 31.825km along Khaira Salipur Kendupatna Asureswar road in the district of Cuttack under State plan for the year 2026-27

RCC M-35 grade Bored cast-In-situ pile of 1.2m dia excluding reinforcement complete including removal of excavated earth with all leads & lifts up to l000mtr. as per approved drawing,mix design of concrete & technical Specifications and Section 1100 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Supplying, Fitting, Fixing and Placing in position Steel Liner of 8mm thick for Pile foundation ,curbs and staining of wells as per approved Drawing & Technical Specifications and Section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Excavation of foundation of structures as per drawing and Technical Specifications including seeting out construction of shoring and brashing removal of stomes and other deleterious materials, dressing of size and bottom back filling the excavtion earth to the extended required and utilising the remaining earth locally as per Clause No.304 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and Section 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).

PCC M-15 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).

RCC M-35 grade in Pile cap for abutment and pier with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing,mix design of concrete & Technical Specifications and Section - 1100, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works ( 5th Revision)

RCC M-30 grade for abutment,pier cap and corbel with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing,mix design of concrete & Technical Specifications and Section - 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision)

RCC M40 grade in Super structure in Bearing Pedestal with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing,mix design of concrete & Technical Specifications and Section - 1000 and 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Supplying, fitting and fixing in position true to line and level Pot type bearing assembly upto 250 tonne capacity consisting of a metal piston supported by a disco,PTTE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components conforming to IS-83(Part-III)/2018 and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

RCC M-30 grade in Superstructure of Bridge in girders and deck slab including cost of all materials, labour charges for machineries, T&P, centering and shuttering charges towards casting yard, casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the erection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for MS reinforcement as per approved Drawing & Technical Specifications and as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road& Bridge works (5th Revision)