Construction of WHS in Khari C-1 Nalla No.2

Amount

Excavation in foundation trenches etc. in earth work lift up to 1.50 mtr stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacking soil in to 15 cm. layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus exavated earth as directed with in a lead of 20 mtrs.

providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand :6 graded stone aggeregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.

providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand :8 graded stone aggeregate 40 mm nominal size) and curing complete excluding the cost of form work .

providing and laying cement concrete 1:2:4 ( 1 cement: 2 sand :4 graded stone aggeregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.

providing and laying cement concrete 1:2:4 ( 1 cement: 2 sand :4 graded stone aggeregate 40 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in foundations ,footings bases of columns and the like and mass concrete

providing and laying cement concrete 1:2:4 ( 1 cement: 2 sand :4 graded stone aggeregate 40 mm nominal size) and curing complete excluding the cost of form work in walls including attached but tresses, plasters, and their caps and bases and strings course etc. upto floor two level .

Providing form work with steel plates 3.5mm welded with angle iron in frame 30X30X5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceilling not exceeding 4 meters and removal of the same for reinforced concrete and plain concrete work in situ reinforced concrete and plain concrete work in .

Providing form work with steel plates 3.5mm welded with angle iron in frame 30X30X5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceilling not exceeding 4 meters and removal of the same for reinforced concrete and plain concrete work in vertical surface such as walls ( any thickness) partitions and the like including attached plasters buttresses ,plinth and string courses and the like.

Providing mild steel/ tor steel reinforcement for R.C.C. work including bending binding and placing in position complete up to floor two level Tor steel.

Wire crate of G.I. wire filled with boulders with square cut faces against the wire.

G.I. wire 4 mm thick corresponding to SWG-8 15cm X 15 cm mesh.

Providing & laying in trenches GMS/Ms tube (medium class)i/ flanged joint as per Ms flage of table -5 conforming to IS 6392-1971 complete in all respect as per entire satisfaction of engineer in charge ( earth work in trenches to be measured and paid for senarately)

Providing and Fixing CI Sluice Valve (with hand wheel) as per IS : 780-1984 class- I upto300 mm dia ( i/c Brass spindle & as per 2906 -1984 class -II for dia>300 mm) complete with boults nuts , rubber insertion etc. ( the tail price if shall br measured & paid separatley)

RAGHUBEER

[email protected]

imIMRAN SHAH