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| 1 | Material for 33 KV Single circuitline on double pole structure |
| 2 | ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3F and Additional 3% (Sag, Jumpering and wastage}Provided by HPSEBL |
| 3 | Steel Tubular Poles with base plate(11m, Working Load > 227 kg) Provided by HPSEBL |
| 4 | Muffs with concerete filling 2000mm long |
| 5 | Run Thro\" Structures: (Horizontal Formation) on Double Pole Structures (71 No. Structures ) - |
| 6 | X-Arm: [MS Channel Iron(125x65x5 mm), Length: 2x3250 mm] / RunThrough Structure |
| 7 | Disc insulator String (Suspension) sets: 3 No. Discs in each string:^^(Porcelain, CT, 12 kV, 90 kN) including Suspension Clamps etc.) x(Single Circuit: 3 No. conductors) / Run Through structure |
| 8 | Belt Set - MS Angle Iron: 65x65x5, Length [1800 mm x 2 No.] |
| 9 | X-Bracing Set - MS Angle Iron: 50x50x5, Length [2700 mm x 2 No.] |
| 10 | Dead End Structureson Double Pole (24 No. Structures) |
| 11 | Belt Set - MS Angle Iron: 65x65x5, Length [1800 mm x 2 No.] |
| 12 | X-Bracing Set - MS Angle Iron: 50x50x5, Length [2700 mm x 2 No.] |
| 13 | X-Arm: - MS Channel Iron: 125X65x5, Length [2x3250mm / Dead Structure] |
| 14 | Disc insulator String (Strain) sets: 3 No. Discs in each string:^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x(Single Circuit: 3 No. conductors) x (2 No. sides) /Dead Structures |
| 15 | 33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double pole structure |
| 16 | Stay / Guy Arrangement |
| 17 | Stay set complete in all respect (4 No. / DP Structure) |
| 18 | Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set) |
| 19 | Earthing |
| 20 | HT Earthing set complete |
| 21 | Earth wire (GI, 6 SWG) @ 150 kg/km |
| 22 | Eye Hook for earth wire |
| 23 | Earth Reel |
| 24 | MS Angle Iron: 50x50x5, Length [3300 mm |
| 25 | Half clamps: [On Double Pole structure: 4No (65x65x6mm) |
| 26 | Full Clamp (on Double pole dead esd Structure 2 No.Double Pole run trrough Structure 4 No) (65x65x6mm) |
| 27 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more (with flat and spring washers)] |
| 28 | Barbed wire |
| 29 | Danger Plate (203X200X1.6mm) |
| 30 | Aluminium Paint |
| 31 | 33 KV Line Guardingfor road & river crossing |
| 32 | S/T poles 8 mtr. Long with base plate |
| 33 | RCC Muff with concrere filling 2000mm long |
| 34 | Stay set |
| 35 | Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set) |
| 36 | Earthing set |
| 37 | Catenary wire |
| 38 | Cross Arm ( 2 Nos of Angle iron 2240x65x65x5mm) @ 5.80Kg/m |
| 39 | Half clamps |
| 40 | Material for Terminal Equipment at Kalkhar and Khudla end |
| 41 | 36KV,26.3KA,1250A, fixed type VCB Outdoor, Kiosk Panel with CT/PT, Meters, Relays with Autoreclosure feasure & with Copper Busbars as connections & Comprising (Conductor through Bushing ) with incoming cum Outgoing Conductor or Cable) in same panel. |
| 42 | 33 kV Isolator (1250 A, 25kA, with Earth Switch)Provided by HPSEBL |
| 43 | 33 kV Isolator (1250A, 25kA, without Earth Switch)Provided by HPSEBL |
| 44 | 33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO, Porcelain)Provided by HPSEBL |
| 45 | 33 kV Current Transformer (33 kV, 1F, Multi Ratio Multi Core,Outdoor) (1 No. per F)(200-100/1A TRF Side at Kalkhar end )(1 No. per F) (400-200/1A at Khudla end )Provided by HPSEBL |
| 46 | 33 kV Potential Transformer (33 kV/110 V, 1F, Multi-Core,Outdoor), (1No. per F)i.e. 33KV/110V/110V/110VProvided by HPSEBL |
| 47 | VCB (36 kV, 1250A, 26.2 kA, Outdoor Type)Provided by HPSEBL |
| 48 | 33 kV Control and Relay (CR) Panel (33 kV Incomer Bus)[Numeric Relay, IEC 61850]Provided by HPSEBL |
| 49 | 33 kV super structure & busbar |
| 50 | R.S. Joists, size 12800x250x125 mm 2 supports i.e. (12.8x2x37.3)=954.88kg say .955 MT |
| 51 | M.S. channel iron 125x65 mm, X-arm @13.1 kg/m including5% wastage for bus-bar,isolators,LA\"s,transformer etc. |
| 52 | (a)7 Mtr long=8 no. |
| 53 | (b) 5.5 Mtr long=4 no. |
| 54 | Total=12 No. {7x8+5.5x4)x1.05=81.9mtr |
| 55 | Nuts & Bolts with Washers off sizes |
| 56 | 3 disc insulators tension string complete with fitting |
| 57 | 3 disc Sunspensiontension string complete with fitting |
| 58 | ACSR conductor 200 mm² at 10 % wastage for bus bar and jumpers |
| 59 | PG clamps |
| 60 | Extension Earthing of Equipments for 33KV Outgoing feeder at kalkhar and Khudla end |
| 61 | M.S. Flat 50*6mm weighting 2.4kg/m at 10% wastage for |
| 62 | (a) for 2 No. 33KV Superstructure at 11.50 Mtr. Each2x11.50x1.05=24.15 Mtr. i.e.24 Mtr. |
| 63 | (b) For 6 no. VCB & CT body earthing at 10m Each (6*10)*1.05= 63Mtr |
| 64 | Total a+b=87 Mtr or 208.8 kg say 0.209MT |
| 65 | Earthing pipe electrode |
| 66 | 20mm round 3 Mtr. Long & weighing 2.47 kg/m 2 no. electrode 2x3x2.47=14.82kg say 15Kg |
| 67 | Controlcables |
| 68 | 2x2.5 mm² control cable |
| 69 | 4x2.5 mm² control cable |
| 70 | 12x2.5 mm² control cable |
| 71 | Dismantelling of Existing Station transformer and dumping of material at 0.500Km distance |
| 72 | Civil work |
| 73 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. p/j work 50%. |
| 74 | Providing and laying cement 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & cuting complete excluding cost of cantering and shuttering in foundation & plinth. |
| 75 | P/L cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforecement for RCC work. |
| 76 | Foundation footing bases of columns and the like. |
| 77 | Providing mild steel/tor reinforcement for RCC work including bending binding and placing in position complete floor two level tor steel. |
| 78 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm soil to gire a fair finish including certaing, shuttering structings and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtr and removal of the same for msiter renforeced concrete work in vertical surface such as walls (any hickness) partilines ad the like |
| 79 | 33 KV VCB Foundation |
| 80 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. p/j work 50%. |
| 81 | Providing and laying cement 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth. |
| 82 | P/L cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforecement for RCC work. |
| 83 | Foundation footing bases of columns and the like. |
| 84 | Providing mild steel/tor reinforcement for RCC work including bending binding and placing in position complete floor two level tor steel. |
| 85 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm soil to gire a fair finish including certaing, shuttering structings and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtr and removal of the same for msiter renforeced concrete work in vertical surface such as walls (any hickness) partilines ad the like |
| 86 | Cable Trenches with R.C.C. Covers. |
| 87 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. p/j work 50%. |
| 88 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of cantering and shuttering in foundation & plinth. |
| 89 | P/L cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggregate 20mm nomonal size) & curing complete ecluding cost of form work in Foundation and plinth |
| 90 | Steel work welded in built up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of reaf lead paint in single sections completed of rolled steel |
| 91 | Providing mild steel/tor reinforcement for RCC work including bending binding and placing in position complete floor two level. |
| 92 | Painting two coat (excluding priming cost on new steel and other metal surface with enamel paint brushing to give an even shade including eleaning the surface of all dirt, dust and other foregin matters. |
| 93 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mmso as to give a fair finish including centring, shutering, strutting and propping etc. with wooden battens and ballies, height if propping and centring below supproting floor to ceiling not exeeding 4 mtr. and removal of the same for insitu-reinforced concrete & plain concrete work in : Foundation, footings basis of columps etc. and mass concrete. |
| 94 | Station Transformer Bed |
| 95 | Excavation in foundation tranches etc in earth work left upto 1.50 m stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm. layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtr. p/j work 50%. |
| 96 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing coplete excluding cost of form work in foundation & plinth. |
| 97 | Providing and laying Cement concrete 1:2:4 (1cement:2sand 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of from work foundation and plinth. |
| 98 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc. in (i) vertical surface such as walls (any thickness) partitions and the like. |
| 99 | Dismental of old transformer bedCement concrete 1:2:4 (1cement:2sand 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of from work foundation and plinth. |
| 100 | C/o/ R.S. Joists Foundation |
| 101 | Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. p/j work 50%. |
| 102 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & cutting complete excluding cost of cantering and shuttering in foundation & plinth. |
| 103 | P/L cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggregate 20mm nomonal size) & curing complete ecluding cost of form work in and reinforcement for RCC work . |
| 104 | Foundation footing bases of columns and the like. |
| 105 | Providing mild steel/tor reinforcement for RCC work i/c bending binding and placing in position complete tor steel. |
| 106 | Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm soil to gire a fair finish including certaing, shuttering structings and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtr and removal of the same for msiter renforeced concrete work in vertical surface such as walls (any hickness) partilines ad the like |
