Provn of Mild Steel Chequered type plate cover in existing cable trench with all respect surrounding 33/11 KV Sub stn Yard and in side of Sub stn near HQ SWC new KLP Command Bldg under GE(S) Jaipur

Amount

S&F Mild steel plate Chequered type (Fe-290 Gde E-165) channels, square cut or notched (ordinary and counter sunk) forming hotes, without any attachement of 55 mm or over in thicknes in available size for covering to cable trenches with handle/ lifting arrangement and chequered plate size and shape as per site required basis.

M&L preparation of new un treated steel surface of any description , over 10 cm in width or girth and applying two coats of synthatic enamel black paint over a coat of red oxide primer complete all as specified and directed.

M&L for brick work with sub class “B” brick, stright or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and directed.

M& L for Rendering 10mm thick on fair faces of brick work or concrete surfaces in Cement plaster (1:6) finished even and fair without using extra cement

Preparation of new wall surface and applying two coats of white wash in new walls surfaces with two coat white wash all as specified and directed at site

M&L for sand filling in trenches around under ground cable to provide cable cushion complete all as specified & directed.

M &L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. conforming to Fe.290.Gde-E-165 all as specified and directed by Engr-in-charge.

Excavation in trenches n.exc 1.5metre wide and n.exc 1.5 metre in depth for foundation etc or for laying of cable etc and getting out in soft/loose soil.

Removing of excavated material (soil) to a distance n.exc 50 metre and depositing where directed at a level n.exc 1.50metre above the starting point.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 Cm in depth.

M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate for mass filling in stay pits and pole foundation in mass concrete all as specified.

M&L for PCC 1:4:8 type using 40mm graded stone aggregate for mass filling in stay pits and pole foundation in mass concrete all as specified.

M &L hard core of gauge exc. 63 mm but n. exc. 100 mm deposited, levelled in layers n. exc 15 cm thick, in around the two/four pole structure sub station all as specified and directed at site.

Supply and laying GI tubing 20mm bore medium grade of any length including all fitting such as bend , elbow ,tee and union laid in trenches/floor with required cutting , threading etc complete all as specified and directed by Engr-in - charge.

All as per item No 14 here- in-before but 25mm bore pipe complete all as specified and directed by Engr-in - charge .

Material and Labour for gun metal globe or gate valve of brass heavy duty ISI marked with iron wheel head , screwed both ends for iron pipe and fixed of 20 mm bore complete all as specified and directed by Engr-in - charge

All as per item No 16 here- in-before but 25mm bore pipe

M/S JALANDRA CONSTRUCTIONS

M/S SHREE SHYAM CONSTRUCTION CO.

M/S STEADFAST ENTERPRISES

S.R.Enterprises

BAKSHI BUILDERS PVT LTD