Certain repair of 11 KV Overhead lines, underground cables and connected works under GE (N) Bikaner at Mil Stn Bikaner

Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed.

All as per serial item No. 1.00 here-in-before but depth exceeding 1.5m and not exceeding 3m complete all as specified and as directed.

Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm thick in soft/loose soil complete all as specified and as directed.

Removing excavated soil/material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point complete all as specified and as directed.

Supply and fixing steel tubular pole, swaged type, 11 metre long, type 410 SP-55, with mild steel base plate, finial taper plug, bolts, nuts & screws including drilling of necessary holes, with & including two coats of synthetic enamel paint in alternate black and yellow strips 30 cm each upto 1.5 metre height from PCC coping and applying two coats of aluminium paint over a coat of aluminium red oxide primer to remaining portion of pole and marking pole number in letters & figures of size not less than 8cm height complete all as specified and as directed. Note :- (i) Excavation, earthwork, including taking out old pole from foundation and refilling after erection of pole and disposal of soil shall be deemed to be included in the unit rate quoted for this item. (ii) PCC in foundation & coping shall be measured and paid for separately.

Supply and fixing pre-stressed concrete pole 11 metre long of cross section 152mm x 152mm at top and 152mm x 260mm at bottom class 9, complying with requirements of IS-1678-1998 with & including two coats of synthetic enamel paint in alternate black and yellow strips 30 cm each upto 1.5 mtr height from PCC coping/pedestal and marking pole number in letters & figures of size not less than 8cm high, complete all as specified and as directed. Note :- (i) Excavation, earthwork, including taking out old pole from foundation and refilling after erection of pole and disposal of soil shall be deemed to be included in the unit rate quoted for this item. (ii) PCC in foundation & coping shall be measured and paid for separately.

S&F Stay assembly complete with 20mm dia, 2000mm long GI stay rod, with threaded ends and GI nuts, two number thimbles, MS galvanized clamps made out of 40mmx6mm flat iron including MS galvanized nuts, bolts and washers, 300mm x 300mm x 6mm MS galvanized stay plate, stay bow, galvanized stay strand 7/4 mm including shackle insulator and stay clamp, with & including painting of exposed MS work with two coats of aluminium paint over a coat of red oxide zinc chromate primer, all as shown in electrical plate No 1 of MES Schedule Part-I, including taking out old unserviceable stay assembly, complete all as specified and as directed. Note : Excavation & earthwork and PCC shall be measured & paid for separately under respective items of this Schedule.

Dismantling of PCC HT pole of any description complete all as specified and as directed. Note: Excavation and earth work including taking out pole from foundation and refilling after erection and disposal of soil and rubbish shall be deemed to be included in the quoted unit rate for this item and shall not be measured measured separately.

M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundations of poles, filling, mass concrete and similar works, complete all as specified and as directed. Note : Volume of pole/strut embedded in concrete shall be deducted for the purpose of payment.

M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundations of stay assembly, filling, mass concrete and similar works, complete all as specified and as directed.