Constructing of Gauge reader Beldar hut at head of Jhumpa Disty. RD 0 PH No. 7 Loharu Canal

Amount

Earth work excavation in foundation and trenches (HSR 6.6)

Laying CC 1:3:6 with 20 mm thick stone aggregate foundation & plinth (HSR 10.40)

1st class brick work in CM 1:6 in foundation & plinth (HSR 11.2)

40 mm thick CC 1:2:4 for DPC with 2 coats of hot bitumen (HSR 10.114)

1st class brick work laid in 1:5 in super structure (HSR 11.7)

Angle iron ( 40x40x5) providing and fixing chowkhet for doors & windows (HSR 18.12)

0.83 Qtl. Mild steel grill for window ( 40x6) mm (HSR 18.12)

Laying RCC 1:2:4 in beam excluding cost of steel but i/c centring & shuttering (HSR 10.82)

Steel reinforcement including bending, bindig & placing in portion (HSR 18.22)

Providing hoisting & placing R.S. joists (150x75)mm (HSR 18.1)

Providing hoisting & placing position stone slab (N.S. item)

Tile terracing consist of tile size (22.86x11.43x3.81) (HSR 13.13)

12 mm thick cement plaster in CM 1:4 (HSR 15.5)

Cement pointing 1:2 deep verity (HSR 15.60)

Cement concrete flooring 40mm thick CC 1:2:4 on 100 mm CC 1:8:16 & 100 mm sand filling HSR 14.12

Providing & fixing commercial wood door & window complete in all respects (HSR 17.90)

Sliding bolt (300x16mm) (HSR 17.83)

White washing 3 coats on new work (HSR 16.48)

Finishing wall with cement base paint such as snowsom etc. (HSR 16.61)

Applying pink primary one coat on new work of metalic work (HSR 16.9)

Two coats with synthetic enamel paint in all shade on steel work (HSR 16.3)

Providing and fixing rain water pipe PVC 3” dia i/c bends etc. (n.S. item)

Top khurra 0.60x0.60 for rain water pipe in 25 mm thick CC 1:2:4 over 50 mm thick CC 1:8:16 (HSR 13.50)

Bottom khurra on ground 1:20 m x0.60 m consist of brick work 1:3 over 75 mm CC 1:8:16 and 12mm thick cement plaster 1:3 (HSR 13.57)

HARISH CONTT