Repair/Renewal/Replacement of HT overhead lines, HT UG and connected services under GE (A) Suratgarh at Suratgarh Mil Stn

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 exc 1.5m and not exc 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 exc 50 metre and depositing where directed at a level not exc 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 including taking out old unserviceable pole including all accessories i.e insulator, conductors, cross arms etc complete all as specified & as directed. Note :- Excavation, earthwork, PCC in foundation & coping shall be measured and paid for separately.

S&F pre-stressed concrete pole 11 metre long of cross section 152mm x 152mm at the 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 metre height from PCC coping/pedestal and marking pole number in letters & figures of size not less than 8cm height, including taking out old unserviceable pole including all accessories i.e insulator, conductors, cross arms etc complete all as specified & as directed. Note :- Excavation, earthwork, PCC in foundation & coping shall be measured and paid for separately.

S&F in replacement Stay assembly complete with 20mm dia, 1800mm 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.

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 cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in copings, pedestal of poles and the like including use and waste of form work (straight or curved), all exposed surface of concrete finished even & smooth without using extra cement, complete all as specified & 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.