DESIGN AND CONSTRUCTION OF STEEL SUPERSTRUCTURE (THROUGH TYPE) MAJOR PERMANENT BRIDGE OVER DEPARTMENTALLY CONSTRUCTED ABUTMENTS IN TWO PARTS

Amount

Design including Proof Checking and Construction of Steel Superstructure (Through Type) Major Permanent Bridge Over Departmentally Constructed Abutments in Two Parts:

Part-I : 40 m Span Steel Superstructure (Through Type) Major Permanent Bridge including Abutment Cap, Dirt Wall over Departmentally Constructed Abutments over SHITA Nallah at Km 163.300 on NIMU- PADAM-DARCHA road under 126 RCC Sector under 13 BRTF in Ladakh (UT) under Project Yojak with span arrangement as per NIT drawing based on hydraulic data, ground data, Special condition, Particular specification of the tender document, load test of super structure as specified, all preparatory works, POT and POT cum PTFE bearings, Seismic arresters on abutment cap at appropriate place, steel truss superstructure (through type) including design with RCC Deck slab including launching/erection of staging work if required, RCC deck Slab ,Wearing coat having non skid surface, strip seal expansion joints, steel railings, Kerbs, Metal crash barrier, guard posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non corrosive paint with cold galvanized painting popularly known as zinga coating painting as per fifth revision of MORTH ( specifications for road and bridges ) to all exposed steel works and kerbs, 1.55 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab. Drg No. : B-2103/B&T Dte /VJK/2020 Sheet No. 02 dated 24 July 2020 & B-2103/B&T Dte /VJK/2020 Sheet No. 03 dated 24 July 2020

Part-II : 75 m Span Steel Superstructure (Through Type) Major Permanent Bridge including Abutment Cap, Dirt Wall over Departmentally Constructed Abutments over MUNE Nallah at km 171.400 on ON NIMU- PADAM-DARCHA ROAD under 126 RCC Sector under 13 BRTF in LADAKH (UT) under Project Yojak with span arrangement as per NIT drawing based on hydraulic data, ground data, Special condition, Particular specification of the tender document, load test of super structure as specified, all preparatory works, POT and POT cum PTFE bearings, Seismic arresters on abutment cap at appropriate place, steel truss superstructure (through type) including design with RCC Deck slab including launching/erection of staging work if required, RCC deck Slab ,Wearing coat having non skid surface, strip seal expansion joints, steel railings, Kerbs, Metal crash barrier, guard posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non corrosive paint with cold galvanized painting popularly known as zinga coating painting as per fifth revision of MORTH ( specifications for road and bridges ) to all exposed steel works and kerbs, 1.55 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab. Drg No. : B-2102/B&T Dte /VJK/2020 Sheet No. 02 dated 21 May 2021 & B-2102/B&T Dte /VJK/2021 Sheet No. 03 dated 21 May 2021

Messrs Tama Fabrication Works