Restoration of Rain damages to water Supply scheme for MAndi Town from Uhl River in distt Mandi HP

Amount

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work as per the direction of Engineer-in Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement 1:5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in posi and binding all complete upto plinth level. steel and Medium Tensile steel bars in all leads and lifts.

Stone Soling dry hand packed tightly under floor in all leads and lifts.

roviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1.3:6 (1 Cement 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in all leads and lifts.

Wire crate of G.I.wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for seprately)

Wire crate of G.l.wire filled with boulders with against the wire (Boulder filling to be measured and paid for seprately) G.I.wire 5mm thick corresponding to SWG-6 (15cm x 15cm)

AMAR NATH (BID ID -607991)