Strengthening 33 Kv Line Jalalpur Tehseel Distt Ambedkarnagar - SafeLoading, Carriage and then safeunloading of the following material from Store Centres Under the jurisdiction of EE ESD Ayodhaya to dump site proper stacking. 2 33 KV Cable 3x300 mm XLPE 3 STP 11 Mtr. 4 M.S. Angle Iron 65x65x6 4300mm long Bracing 5 Top Channel 125x65, 3200 mm 6 GI Wire 6 SWG 7 33 KV S/T Jointing kit 3x300 xlpe cable 8 33 KV Pin Insulator polymer type 9 33 KV cable jointing kit outdoor 3x300 sq.mm. XLPE 10 Safe Dragging/ Loading - unloading from dump site to pit site and Fabrication & erection forExpoure Double pole for 33 KV Line on 11.0 Mtr STP Pole with fitting of necessary clamp & other acessories like 3 No Top channel of 125x65x6 mm size 3200 mm . , Bracing angle 1 set.,and 9 No. Pin insulator as per norms. (Contractor shall provide all necessary clamps,Nut - Bolts&washer and e-bracket if required etc) 11 Earthing ofPoleEarthing of Pole STP/PCC by 6 SWG Wire by providing and fixing of 20 mm dia earthing rod 2.550 Mtr. long as per norms complete in all respect. (Contractor shall provide all the material Like Earthing rod, 6 swg wire, Earthing clamps and nut & bolt etc.) 12 Laying & Dressing of 3x300 sq. mm XLPE Cable underground Double Circuit.Laying of double circuit 3x300 sq .mm XLPE Cable in normal soil by digging of trench 1050 mm deep, 750 mm wide including supply of required materials, as 1st class Bricks, Stone slabs and fine sand. Providing 150 mm fine sand cusion beneath, and 150 mm sand cusion above the cable. The cable shall be duly protected by Bricks, sand and stone slab. The inter axial spacing between two cables should be in between 0.25 to 0.04 M. After laying the cable refilling and ramming of the left out soil,closing the trench and leveling. 13 Installation of Heat Shrinkable Type cable jointing kits of following types/sizes for 33 XLPE Cable. 14 (a) Fixing of 33 KV 3x300 sq. mm Straight Throughjoints. (jointing kit supplied by dept.) 15 (b) Fixing of 33 KV 3x300 sq. mm Outdoor End Terminations(jointing kit supplied by dept.) 16 High Pressure testing to which 33 KV Line & cable to be stand for duration of 5 minutes after completion of Laying, Stringing, sagging, binding and Jumpering of ACSR Dog conductor. ( Testing equipment will be arranged by the contractor) 17 Hoisting of 33 KV Cable on existing/erected support with provision of MS Pipe 150 mm dia 3 mtr long suitable for 3x300 sq mm cable fixing of proper support and its clamping, providing long barral lugs 6 nos and P.G. Clamps & Y shapejumpering properly and 02 nos. supporting angle 65X65X6, 2240 mm long and making connection including supply of jumpering cable ,mounting clamps as per RESSPO Norms. (All material will be supplied by the contractor like M.S Pipe , P.G. Clamps, Al. Lug And Supporting Angle 65X65X6, 2240 mm and jumpering cable suitable for 33KV jumper). 18 Grouting of following structure by digging of pit 1.5 Mtr/1.83 Mtr deep for 9.0 Mtr PCC / 11 Mtr STP respectively, placing stone pad at bottom 450x450 size foundation is provided with help of steel or wooden formers, groutung with 1:4:8 Ratio cement, sand & first class brick ballast 0.268/0.285 cu mtr for 9.0 mtr PCC Pole & 11 mtr STP, plinthing 0.3 Mtr above G/L and proper plastering. 19 11 Mtr ST Poles 20 Supply and fixing of a stone pad of size 300x300x75 mm at PCC/STP Bottom of the pit ( Contractor shall provide all materials) 21 Fixing of barbed wire on poleSupply and fixing of barbed wire on the pole above 2750 mm ground level. Barbed wirewrapped for a distance of 0.9 mtr. with apitch of 13.mm at a height. (All materials supplied by the contractor) 22 Fixing of Danger board .Supply and fitting of Danger board of size 250x200x2 mm 3650 mm above ground level as per Respo norms. RESPO Drawing No-55 23 Fixing of Number plate .Supply and fitting of Number plate of size 250x200x2 mm 3650 mm above ground level as per Respo norms. RESPO Drawing No-55 24 Grouting of old & existing stay at required places of sectional pole,S/P,F/P etc at angle loaction (All the civil material will be arranged by the contractor ) 25 33 KV Straight through chamber with sand filling with cover (1219x914.5x914.5 mm) (Contractor shall provide allmaterials) 26 Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. 27 Concrete with 4cm gauge I class brick ballast (class 150) , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials,labour and tools and plants etc. required for proper completion. 28 RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries and approved coarse sand in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. 29 TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor) 30 6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work. 31 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) 32 Painting of poles ( New & old) Painting of poles with one coat of red oxide, two coats of enamel paint ISI mark. (All required material will be supplied by the contractor)
