Construction of FIS Khandip Nallah to Sumnam Tandi Marbal etc in GP Tandi Distt Lahual Spiti

Amount

Cutting in earth work and disposal of excavated earth upto a lead of 20Mt's in pick jumper work, in all lead and lift as per direction of Engineer-in-charge

Excavation in foundation and and trenches etc in earthwork lift up to 1.5 meters, stacking the excavated soil not more than 3m clear from the edge of the excvation and then returining the stacked soil in 15cm layeers when required into plinth sides of foundation etc. then consolidating each deposited layer by remming and watering and then disposing of all surplus excavated earth as direction with in a lead of 20m in pick jumper work.

Stone apron of GI wire filled with boulder with square cut faces against the wire (wire crates to be measured and paid separately)

Stone apron made of GI wire filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) GI wire 5mm thick corresponding to 5WG 6(15cmX 15cm) mesh as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:2:4 (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth

Providing and laying Cement Concrete 1:3:6 (1 cement :3 sand :6 graded stone aggregate 40mm nominal size ) and curing complete excluding the cost of form work in foundation and plinth incliding all carriage of materials upto all leads and lifts complete in all respect.

Providing and laying Cement Concrete 1:1:2 (1: cement : 1 Sand : 2 grades stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in rainforcement in :-

Foundation & Plinth

Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string concrete etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge.

P/F MS Grating made up of ISA 65x65x6mm & having MS flat 40x10 mm welded @ of 50 mm clear spacing complete in all respect.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including centering shuttering and propping etcwith wooden battens & ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs & removal of the same for insitu reinforced concrete work in :-

Vertical surface such as walls (any thickness) partitions and the like including attached pilaster buttresses, plint and string courses and the like with in all leads and lifts as per direction of Engineer-in-Charge.

Providing in RCC Work smooth finishing of exposed surface with cement mortar 1:3

P/F MS Gate of size 600 mm wide complete in all respect.

Providing and laying Cement Concrete 1:2:4 (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth incliding all carriage of of materials upto all leads and lifts complete in all respect.

Providing and laying cement concrete 1:1:2(1cement: 1 sand: 2 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all carriage of materials upto all leads and lifts complete in all respect.

Providing Mild / TOR steel reinforcement for work i/c bending , binding & placing in position complete up to floor two level (TOR/Mild steel) in all leads and lifts as per direction of Engineer-in-charge

Avinash