Final Sec. 7 BOQ-Crystal IT Park Balance Work - Madhya Pradesh ...

Sn. Particulars Unit Qty.Q HT LINE EXTENSION WORKQ-1 Supply erection and installation testing & commissioning of HT rail pole with Nos. 25single length of 13mtr along with crossarm made from 15 mc; 100 channel,guard wires supports made from 15mc 100 channel with overhang up to1.2 timesincluding all clamps and hardware including all clamps and hardware includingall clamps and hardware. The work includes digging of pit of required size & forgrouting of 20% length o pole underground supply & filling with 1:3:6 cementconcret of 0.6 mtr dia up to ground . muffing of 0.5 mtr from ground to level of0.2 mtr . The work also Include supply and intallition of earthing coil of 150turns made from 8 guag wire , ant climbing device & danger board on eachpole.The poles are to be panted wifth one coat of red oxide primer and two coatsof Aluminum paint of berger/bombay paints makr. complete work shall becassied out as per instruction of E/C consultant, weight of pole shall be 52kg/mtr..Q-2 Supply installation testing & commissioning of pin & disc insulators 83 perfollowing details including all supply & installation of hardware. clamps forconductors ,binding material. support fabrication etc. As per approved makei) 33kv pin insulators Nos. 45ii) 33kv disc insulators Nos. 30Q-3 Supply installation testing & commissioning, including digging of atleast 2.5 mtrdepth pit of required size, concreting as per details of item no. Q.1 of followingi) Rail pole strut supports with all hardware & clamps Nos. 10ii) stay set complete with all hardware & clamps, Nos. 6Q-4 Supply installation testing & commissioning of ACSR conductor of approved Mtr. 4500make panther with 30/3.0 aluminium and 7/3.0 steel conductor overall diametershall be minium 21mm.The conductor shall be suitable for breaking load o 89.73kv.STP-2 BUILDINGEXCAVATION AND FILLINGA. DeletedE Providing & laying rubbles/boulders in trenches, ramps, plinth etc With stoneaggregates of 90‐40 downgraded to the required grade and profile in layers notexceeding 250 IVIM W thickness including transportation to site, spreading,hand packing of all gapes, watering, ramming and compacting with 10 MTRoller, in first layer of 50mm thick and second layer of 100 mm thick aftercompaction, in foundations, under flooring & dressing to the required slope withall leads and lifts etc. as per specification and direction.Cum 669.442Page 44 of 92