Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, For Providing Sop To New 120 Nos. Girls Mbbs Hostel Building At Dr. Rpgmc Tanda Under Esd Hpsebl Tanda . - 1 11 KV H.T Line 2 Prov.11 kV XLPE Cable Size 3x120 mm² (11 kV3C Al Armoured) 3 SEOP0 4 11 kV AB Cable Size (3x120+95 mm²) 5 Anchoring Assembly for HT 6 Facade Hooks for HT 7 Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 8 Muffs with concerete filling 9 Stay Set Complete 10 Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) 11 Full Clamp for stay 12 Pin insulator 13 M.S C. I Cross Arm (100x50x6 mm), Length (1500) mm For Single Pole 14 A.I (50x50x6 mm), Length (1800) mm For Single Pole 15 A.I (50x50x6 mm), Length (2x750) mm For Single Pole 16 A.I (50x50x6 mm), Length (2x600) mm For Single Pole 17 Prov.M.S C.I X-Arm (2400x100x50x6 mm),Long For Double Pole 18 Prov.M.S A.I X-Arm (2700x50x50x6 mm),Long For Double Pole 19 Prov.M.S C.I X-Arm (2400x75x40x6 mm),Long For G.O Switch &D.O.Fuses 20 Prov Belt Set - MS A I 50x50x6, Length [2400 mm x 2 No.] For Double Pole 21 Prov X-Bracing Set - MS A.I Iron 50x50x6,[2700 mm x 2 No.] For Double Pole 22 HT Earthing set complete (preferbly coil earthing) 23 Prov Double Continous Earth wire (GI, 8 SWG) @ 0.102 kg/m 24 Prov Danger Plate (250X200X1.6 mm) 25 Prov Nuts and Bolts of Various Sizeswith flat and spring washers 26 Prov Barbed Wire 27 ProvAluminium Paint 28 Prov GO AB Switch Unit (11kV, 400A, 25 KA ) 29 Prov D.O Fuse Unit 30 Add Erection chargescomplete in all respect 31 Add Transportation chargescomplete in all respect 32 11/0.4 400KVA Distribution Sub Station 33 Prov.Distribution Transformer (Ordinary) ,11/0.4 kV 400 KVA, 34 Prov.Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 35 Prov.Muffs with concerete filling 36 Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incomer line 37 Prov.MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LAs 38 Prov.X-Arm: [Channel Iron (75x40x6 mm), Length : (2800 mm X 4 Nos] for supporting DO fuse unit & GO switch 39 GO Switch Handle Supporting: [Channel Iron (75x40x6 mm), Length : 460 mm 40 GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type 41 D.O Fuse Unit 42 Surge Arrester, 9 kV Station Class(Porcelain Type) 43 Discs insulator sets (comprising 1No.Disc(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) 44 Stay set complete 45 Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) 46 Pipe Earthing Set 47 LT Distribution Panel Box comprising with incoming ACB of 1000A,50KA 4P,1No & 3 Nos. 400 Amp. MCCB , out going feederwith Aluminum Busbar digital volt meter and Amp Meter. 48 Half Clamp (M.S. Flat 50X6 mm) 49 Full Clamps (M.S. Flat 50X6 mm) 50 Nuts and Bolts of Various Sizes(with flat and spring washers)] 51 Aluminium Thimble 52 Aluminium Thimble 53 Danger Plate 54 Barbed Wire 55 LTCable (3.5/C 400 mm² ) 56 Energy Meter (3-Phase, 4-Wire) DLMS compliant 500-600/5 A CT Type for 400KVA Tfr 57 Aluminium Paint. 58 Prov.AAAC 7/3.15mm² Conductor for Earthing 59 X-Arm:[Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos]for CT-PT Unit 60 X-Arm [Channel Iron (100x50x6 mm), Length : (460mm) x 2 Nos for supporting Main Channel of CT-PT Unit] 61 MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos 62 MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos 63 MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing 64 Prov. CT-PT Combined Unit 11 KV 25/5 Amp 65 Prov.Energy Meter 11 KV HT -/5 Amps 66 PVC Multistrand 4 mm² copper wire with F-1 inch GI pipe for concealing 67 Add Erection charges complete in all respect 68 Add Transportation charges complete in all respect 69 L.T Line 70 Prov.LT Cable Size 3.5Cx185 mm² Al Armoured) 71 Prov.LT AB Cable Size (3x120+16+70 mm²) 72 Anchoring Assembly for HT 73 Facade Hooks for HT 74 Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) 75 Muffs with concerete filling 76 Stay Set Complete 77 Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) 78 Full Clamp for stay 79 LT Earthing set complete (preferbly coil earthing) 80 Prov Double Continous Earth wire (GI, 8 SWG) @ 0.102 kg/m 81 Prov Danger Plate (250X200X1.6 mm) 82 Prov Nuts and Bolts of Various Sizeswith flat and spring washers 83 Prov Barbed Wire 84 ProvAluminium Paint 85 Add Erection charges complete in all respect 86 Add Transportation charges complete in all respect 87 Underground Trench 88 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock 89 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) 90 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) 91 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. 92 Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 93 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 94 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. 95 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): 3 graded stone aggregate 20 mm nominal size) 96 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 97 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size). 98 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 99 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) 100 Plinth & Fencing 101 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. All kinds of soil. 102 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) 103 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 104 Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete in plinth and foundation 105 Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. 106 Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 107 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 108 Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. 109 Painting (two coats) excluding priming coat onnew steel and steel based surface after and i/c preparing the surface by thoroughly cleaning, oil, grease, deit and other foreign matter sand papering and stopping with ready mixed paint other than white 110 P/F oxidised M.S. sliding door bolt anodized colour & shade with bolts & nuts screws etc. complete (250*16mm) 111 P/F oxidised M.S. handle with necessary screws etc. complete (125mm) 112 Quantities are mentioned above are tentative and Actual Quantity shall be worked out after Check Survey to be carried out by the successful Tender and detailed Engineering and finalization of Tower location Chart.Payment shall be made as per Approved Bill of Material/Actual Quantities measured at site.
