Replacement of old and deteriorated Distribution Boxes and LV Switchboard with LV Panels with MS and SS enclosure for 200/400/630 KVA DTCs

COST OF MATERIAL

Supply of 200 KVA LV Panel fuse type (Double front MS)as per Encl. Approved Technical specification.

Supply of 200 KVA LV Panel fuse type (Double front SS)as per Encl. Approved Technical specification.

Supply of 400 KVA LV Panel (Double front MS)as per Encl. Approved Technical specification.

Supply of 400 KVA LV Panel (Double front SS)as per Encl. Approved Technical specification.

Supply of 630 KVA LV Panel (Double front MS)as per Encl. Approved Technical specification.

Supply of 630 KVA LV Panel (Double front SS)as per Encl. Approved Technical specification.

Supply of unarmoured 1 core 300 sq.mm. XLPE power cable to be laid from transformer to LV panel.

COST OF ERECTION

Erection of 200 KVA LV Panel fuse type (Double front MS)as per Encl. Approved Technical specification.

Erection of 200 KVA LV Panel fuse type (Double front SS)as per Encl. Approved Technical specification.

Erection of 400 KVA LV Panel (Double front MS)as per Encl. Approved Technical specification.

Erection of 400 KVA LV Panel (Double front SS)as per Encl. Approved Technical specification.

Erection of 630 KVA LV Panel (Double front MS)as per Encl. Approved Technical specification.

Erection of 630 KVA LV Panel (Double front SS)as per Encl. Approved Technical specification.

Laying of unarmoured 1 core 300 sq.mm. XLPE power cable to be laid from transformer to LV panel.

Removing & Reerection of unarmoured 1 core 300 sq.mm. XLPE power cable from transformer to LV panel.

Removing of Old MS Distribution Box 200 KVA DTC

Removing of old 400 LV Switchboard

Removing of old 630 LV Swithchboard

Removing of Old 3.5 Core 300 sq.mm. XLPE Armoured cable.

CIVIL WORKS

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 min width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :All types of Ordinary rock including all types of laterite rock, blasting prohibited

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level

l Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand: 3 graded stone agg 20mm nominal size)All works upto plinth level

Centering & shuttering including Strutting, Propping & removal of forms for:Foundations, Footings, Bases for columns

Providing TMT steel reinforcement bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.))(Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in allthe floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking , A) Lime,building rubbish, manure sludge, moorum excavated rock ( ii ) Earth ( upto 10 km)

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