Uttarakhand Tenders

NORMAL SALINE (500 ml/POLYPACK)

Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge

Supply of PVC sheathed L.T. AB Cable of 1.1 KV Grade Al Conductor cable as reqd as per IS-14255:1995,IS 8130:2013 and of size 3X35 + 1X25 + 1X16 sqmm.

Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge.

Sub soil investigation (SSI), Design and Construction of 50 Mtr span Major permanent bridge with steel super structure (Through Type) with open foundation, foot path and service duct ( including proof checking of design and drawings) at Km 138.025 on road Kalimandir-Lipulekh pass in the AOR of 65 RCC under 765 BRTF/CE (P) Hirak in Uttarakhand State” with Span arrangement as per NIT drawing based on hydraulic data, ground data and as specified Special condition and Particular specification of the tender document including subsoil investigation, load testing of super structure, all preparatory works including foundations, abutments, piers, if any screen wall and return walls, casting of pedestal and fixing of POT & POT cum PTFE bearing, seismic arresters, steel superstructure including design with RCC deck slab, including launching/erection of staging work (if required), wearing coat having non skid surface, strip seal expansion joints, hand railings, kerbs, crash barrier, guard posts, drainage arrangement over carriage way and foot path, service arrangement for utilities, dirt walls, painting with non-corrosive paint (the painting will be done with cold galvanized painting popularly known as zinga coating painting as per fifth revision of MoRT&H roads wing specification for roads and bridges ) to all exposed steel work and kerbs, 1.5 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing and also including approach slab.

CIVIL WORK