18/2021/22

Amount

Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each

Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in: Foundation and plinth

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In

(i) vertical surface such as walls (any thickness) partitions and the like.

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.

Providing and fixing PVC (D-Plast) rain water pipes- 75mm dia.pipe

Stone filling behind the Retaining walls

Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.

P/L C.C. 1:5:10 (1 cement : 5 sand : 10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth

P/L C.C. 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth

P/L C.C. 1:2:4 (1 cement : 2 sand : 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth

Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering shuttering strutting and proping etc and removal of the same for insite renforced concrete and plain concrete in -vertical surface such as walls partition and the like.

Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ) 50% each

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

Steel work in single section i/c cutting, hoisting, fixing in position and applying a priming coat of red paint in R.S. joists, channels, angles etc.

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level :

Supply and fixing wovenplane G I wire fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts.etc. including provision of binding wire staples etc.

P/F M.S pressed butt hinges with necessary screws -75 x 47 x 1.70mm

Providing & fixing oxidized M.S. sliding door bolt with bolts and nuts, screws etc. complete (Size 250x16mm)

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design.

Tushar Saini Govt. Contractor