Restoration of left embankment of river Jehlum by way of construction of toe wall at km 1.5 at Pushwara restoration of Breach on Right side of River Jehlum at Nandpora Up Stream Khanabal Bridge,

E/W in excavation by mechanical means( Hydraulic excavator over areas exceeding 30cm depth,1.5m in width as well as 10swm in plan incld. Disposal of excavated earth lead up to 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed.

Extra for every additional lift of 1.5m or part there off (40% of item no 1) Pushwara

Extra for every additional lift of 1.5m or part there off (30% of item no 1)PUSHWARA

Extra for every additional lift of 1.5m or part there off (20% of item no 1)PUSHWARA

Extra for E/W in excavation in or under water/liquid mud (10% of item no 1) Pushwara

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Close timbering in trenches,including shuttering,shoring and packing cavities(where ever required) complete,depth exceeding 1.5m but not exceeding 3m

P/L of Stone soling including dumping of stones on level excluding supply

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: 1:4:8mix(1cement:4sand:8agg) using 20mm aggregates

Centering,shuttering including strutting,proping and removal of formwork

Foundation,footings,bases of columns etc

walls any thickness including attached pillasters butresses,plinth and string courses,fillets,columns,piers,abutments, posts and struts

P/L in position sepcified grade Reinforced cement concrete in1:1.5:3 mix including curing but excluding cenetering and shuttering finishing and reinforcement. All works upto plinth level

Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, 450 mm dia piles

Reinforced cement concrete work in walls(any thickness)including attached pillasters butresses,plinth and string courses,fillets,columns,piers,abutments, posts and struts up to floor five level including curing but excluding cenetring,shuttering and reinforcement using 20mm GSA in 1:1.5:3 mix

Reinforcement for RCC work including straighening,cutting, bending and placing in position, binding all complete above plinth level.Mild steel and medium tensile steel bars

Filling available excavated earth in layers Qty @80% of item no 01

Supply of stones(Nallah)

Hand packing of stones into wire crates exluding cost of supply and wire crates

Supply of stones including carriage by M/T 20km and 30m H/L (Nandpora only)

Supply of GI wire crates 4"x4" mesh

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Carriage of materials

Stones 15 KM by MT

GSA 5KM by MT

Sand 5 Km by MT

Cement 5 Km by MT

Steel 5km by MT

Earth 20 KM by MT and 30 Mtr by HL