C/o Balance work of the Path from Sabji Mandi Mcleodganj to KCC bank at Mitha Nalah in Ward No.3

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earthas directed with in a lead of 20 metres. in pick jumper work

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,buttresses,plinth and string courses and the like including carriage of material in all leads and lift and direction of Engineer-in-charge. .

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including carriage of material in all leads and lift and direction of Engineer-in-charge.

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth including carriage of material in all leads and lift and direction of Engineer-in-charge.

Providing and laying Mechanically mixed and vibrated cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Foundation and plinth including carriage of material in all leads and lift and direction of Engineer-in-charge.

Precast terrazzo checkered tiles hydraulic compressed 20 mm thick with marble chips of specifiedsizes laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishingcomplete with tiles of following shades GREY including carriage of material in all leads and lift and direction of Engineer-in-charge.

pardeep kumar