Construction of Chowkidar hut at Govt land in village Sithana

Amount

Earth work in excavation in foundation, trenches etc. in all kinds of soils, not exceeding 2 Mtrs. Depth including dressing of bottom and site of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed with in a lead of 30 Mtr. HSR Item No. 6.6.

Earth work (exclusive of compensation for earth) excavation, in ordinary soil, and filling in 15cm layers in foundation and plinth including ramming, watering and consolidation under floor with earth brought from distance not exceeding 30 Mtr. HSR 6.13 (b)

Coment concrete 1:4:8 with stone agregate 40mm nominal size in foundation & plinth. HSR 10.36.

First class brick work laid in cement sand morter 1:4 in foundation and plinth H S R 11.4

Dump proof course 40mm thick of cement concrete 1:2:4 using stone agregate with 2 coats of bitumen 20/30 penetration at 1.65 Kg. per Sqm laid hot and sanded. HSR 10.114

First class brick work laid in cement sand morter 1:4 in first storey in 4 Mtr. above plinth level. H S R 11.9

Cement plaster 1:6, 12mm thick plaster on wall HSR 15.7

White washing 2 coat. HSR 16.47

Cement concrete 1:2:4 with stone agregate 20mm nominal size for reinforced concrete work for walls exceeding 20cm thickness(Straight and curved) beams girders, stairs, columns, (Square or rectangular) batters and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. HSR 10.86

Cement concrete 1:2:4 with stone agregate 20mm nominal size for reinforced concrete work in slab with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. HSR 10.82

Supply of TMT, Fe-500 Steel for RCC works I/C bending, binding and placing in position (FE 500, TMT Steel bars) of TISCO, SAIL,RINL or IISCO for slab & lintles. HSR item No. 18.22

Tile tracing with one layer of tiles 22.86cm x 11.43cm x 3.81cm laid dry over a layer mud mortar including grouting with cement sand mortar 1:3 and top surface to be left clean. HSR 13.14

Brick on edge or tile flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointing 1:2 on top. HSR 14.23

Fan point long point. HSR 31.1 (i) (c)

Light point medium point. HSR 31.1 (ii) (b)

Light point long point. HSR 31.1 (ii) (c)

3 pin 5 amp plug point i/c earthing the 3rd pin etc. HSR 31.1 (vii) (c)

3 pin 15 amp plug point i/c earthing the 3rd pin etc with 4 Sqmm PVC insulated aluminium conductor cable. HSR 31.1 (viii) (c)

Providing & fixing PVC Rain water pipe 6 kg. pressure of ISI mark in cement mortar during masonry work 100mm dia PVC pipe 6 kg pressure HSR 13.89 (a)