GE 861 EWS-07(T)/2026-27

Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge.

Excavating in trenches, not exceeding 1.5 mtr wide and exceeding 1.5 mtr and not exceeding 3.00mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and exceeding 1.5 mtr and not exceeding 3.00mtr in depth and getting out in Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge.

Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge.

Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as spefied and as directed by Engineer-in-Charge. (Note:- Punned thickness shall be considered for payment purpose)

Supply and laying Best quality, locally available, sub class ‘B’ burnt clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge.

Taking out old unservicable steel tubular pole with and including embeded portion of PCC foundation with and including Material and Labour Steel tubular poles type 410 SP-31 (9.00mtr long) complete with cast iron base plate, finial, taper plug, bolts nuts & screws complete all as specified including internal surface of steel tubular pole through out and external surface up to planting depth shall be painted with bituminous paint and remaining external surface shall be treated with two coats of aluminium paint over a coat of red oxide zinc chromate primer complete and painting upto 1.5 mtr with alternate layer of yellow & black including marking Sr No of the poles , with and including excavation and earth work such as excavtion, returing filling ,removal and form work compete all as specified and as directed by Engineer-in-charge. Notes:- 1. The rate of Necessary earthwork , such as excavtion, returing filling ,removal and form work is included in this item . Nothing shall be paid extra on this account. 2. Cement concrete work shall be measured and paid seperately in respective items of Schedule 'A' BoQ.

Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.