Permanent Restoration of road from (1x30 M span Trussed Girder Bridge on BB Qoimoh to Chinegam via Frisal road (rd 3380) Package No JK183003B2

1x30 M trussed girder bridge on BB Qaimoh to Chinnigam via Frisal road at RD -3380 Mishipora Package No: JK183003B2

PART (A) Crate Wall

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : (Bridge upstream and D/Stream on B/S along road

Stone boulder (Nallah) nominal size 225 mm

Hand-packing stones in wire-crates; excluding cost of crates and stones

Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crate

Add cost of wire crate of approved mesh size and material 100 mm x100mm x 4 mm

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4)Coping over Crates

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck

PART (B) R Wall

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

P/L of stone Soling beneath concrete walls

Providing and laying in position cement concrete of specified grade M-10 including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:3:6 ) using 20 mm nominal size aggregates

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) using 20 mm nominal size aggregates

Providing weepholes in brick masonry/ stone masonry, plain / reinforced concrete abutments, wing wall. Return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawings and technical specifications clause 614, 709, 1204.3.7.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck