CA NO CWE/AMB/UTILITY-82 OF 2025-26 PROVN OF INDEPENDENT FEEDER EXTERNAL SUPPLY ALONGWITH CONNECTED ITEMS FOR ECHS POLYCLINIC AMBALA UNDER GE(UTILITY) AMBALA CANTT

Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre deep in loose / soft soil and getting out for under ground cable / errection of poles, stays etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5 metre wide and exceeding 1.5 metre deep but not exceeding 3.0metre deep in loose / soft soil and getting out for under ground cable / errection of poles stays etc complete all as specified and directed.

Returning filling in, including spreading leveling watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed.

Removal of excavated soil to a distance not exceeding 50 Mtr depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed by Engineer-in-Charge

Material and labour for Sand cushioning to cable with a layer of sand 8 cm deep before laying the cable and 15 cms deep after laying the cable (punned down to 18 cms depth after laying and stretching of cable ) complete all as specified and as directed. Note:- Punned thickness 18cm shall be measured for payment purposes.

Supply and laying of un-reinforced precast concrete cable cover ,class HV, type-1 size 300X180X40mm complete all as specified and directed.

Supply and lay bricks, common burnt clay, sub class "B', old size, laid in vertical direction to cable as cable protection complete all as specified and as directed.

Material and labour of PCC 1:4:8 Type D-2 using 40 mm graded aggregate for bottom of Pit for bed concrete below base plat of steel tubular poles including necessary frame work and finishing the exposed surface even and smooth with out using extra cement complete all as specified and directed at site by Engr-in-Charge.

Material and labour of PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

Material and labour of PCC 1:2:4 Type B-1 using 20 mm graded aggregate for coping of poles including necessary farm work and finishing the exposed surface even and smooth with out using extra cement complete all as specified and directed at site.