Repair of damaged causeway in Km.3rd on Tharakalyal to Barota via Thantu road.

Amount

Demolishing RCC work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge.

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size) (including all leads and lifts carriages of material by MT /HL)

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:1.5: 3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT /HL)

Steel Reinforcement for R.C.C. work including straightening, cutting bending, pacing in position and binding all complete above plinth level. a) Cold twisted bars.

Centring and shuttering including strutting, propping etc.and removal of form work for : a) Edges of slabs and breaks in floors and walls under 20cm wide.

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Billawar Crusher for an average lead of 22.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Billawar crusher for an average lead of 22.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 22.00 Km. by M.T.

kulbir singh

Parshad Lal