|
| 1 | Control cabling for VCB Panel |
| 2 | Supply of 19 core 2.5 sq MM armoured cable for DC power supply to breaker CT and PT(Make:Polycab/Havelles/KEI/Finolex) |
| 3 | Supply of 12 core 2.5 sq MM armoured cable for DC power supply to breaker CT and PT(Make:Polycab/Havelles/KEI/Finolex) |
| 4 | Laying of 6 core, 2.5 sq.mm copper cable on the existing perforated cable tray inside the cable trench including lifting of RCC slab and fixing on its position after the work. |
| 5 | Ferrules 1.5 mm(0-9) |
| 6 | Ferrules 2.5 mm(0-9) |
| 7 | Ferrules 2.5 mm[A-Z] |
| 8 | Copper lugs U type 1.5 Sq MM |
| 9 | Copper lugs Ring type 1.5 Sq MM |
| 10 | Copper lugs U type 2.5 Sq MM |
| 11 | Copper lugs Ring type 2.5 Sq MM |
| 12 | Shunt Trip Coil |
| 13 | Shunt Closing Coil |
| 14 | Supply of Marshelling box for CT PT RELAY Connection. |
| 15 | Wiring connection and final Testing of complete installation CT/PT. |
| 16 | Dismantling of existing VCB along with structure |
| 17 | Dismantling of outdoor MOCB and disconnection of its bus bar terminal contacts, unloading from the tower, and shifting to the store |
| 18 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge16 inchx16 inchx42 inch=0.17 cumx4 pillar=0.682 cum |
| 19 | Demolishing brickwork manually/ by mechanica means including stacking of serviceable materia and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 20 | Dismantling of control cable from existing trenches including removal of concrete trench cover as required for completion of job |
| 21 | Construction of foundation for Installation of VCB |
| 22 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)= 5 ftx4ft3ft= 1.7 cum slb for upholding the 160 inch height tower structure |
| 23 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.- 1 cu.m per VCB |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. – 1.5 Cum per VCB |
| 25 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(for covering trenches with steel plates) |
| 26 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 27 | Erection of 33KV VCB over the civil structure of substation including cutting, hoisting, bolting, riveting, adjustments as needed. |
| 28 | Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC Please Enable Macros to View BoQ information |
