Tender For Supply Of Material, Transportation ,Design, Erection, Testing, Commissioning For Re-Erection And Reorganization Of 3 Phase Lt Line & Damaged 4-Pole Structure Of Thambu Mahadev Scheme Washed Away In A Flood Inbeas River Due To Natural Disaster A, kangra-Himachal Pradesh

Tender for Supply of material, transportation ,design, erection, testing, commissioning for Re-erection and reorganization of 3 phase LT Line & damaged 4-pole structure of Thambu Mahadev Scheme washed away in a flood inBeas River due to natural Disaster at Lower Lambagaonunder ESD Alampurunder ED Lambagaon (SEOP 15/2025-26) 11KV HT Line 2 Prov.AAAC 7/3.81 mm sq.{Includes 3 conductor lengths for 3 phase and additional 1% (sag,Jumpering wastage} 3 Prov. FourPole structure (delta Formation): Steel Tubular Poles (9 Mtr, working load >227 kgf/m sq.) 4 Pin Insulator 5 Prov. RCC Muff with concrete filling - PROVIDED BY HPSEBL 6 Prov. Cross arm: [Channel Iron (100*50*6 mm), length (2340mm ) 7 Prov. Cross arm: [Channel Iron (100*50*6 mm), length (2600) mm 8 X-Bracing Set-MS Angle Iron: length 50*50*6 [2125 mm * 2 Nos.] 9 Disc insulators set on dead end structure (comprising 1 No. Disc: ^^(Porcelian, BS, 12 KV, 90 KN,) i/c Dead end clamps etc.) * (3 Nos. conductors) * (2 Nos. sides) 10 Prov. Stay set complete in all respect (1 No/ single pole, 4 no/ double pole structure) - PROVIDED BY HPSEBL 11 Prov. Stay Wire (7/3.15 mm) (@ 7.0 Kg. Per Stay Set) 12 Prov. HT earthing set complete - PROVIDED BY HPSEBL 13 Double continuous earth wire (GI 8 SWG) {a/w 2 wire lengths for avg. one river crossing @ 20 mtr and additional 1% (sag and wastage )} @ 0.102 kg/mtr 14 Eye Hook for earth wire 15 Prov. 11 KV Danger Plate (250x200x1.60 mm) - PROVIDED BY HPSEBL 16 Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)] 17 Prov. Barbed Wire 18 Prov. Aluminium Paint . 19 Prov. 11 kV AB Cable [Size: (3x120+95 mm²) x 2 Cables {additional 1% sagging & wastage) 20 Prov. 11 kV Cable Termination Kit (120 mm², Outdoor) 21 Tranportation 22 Add Erection charges of ST Pole 9 Mtr. Double Pole Structure 23 Sagging of Conductor 80 sq mm 24 Sagging of GI wire 25 Add Erection Charges of AB Cable 185mm2 26 Add Erection Charges of Termination Kits 27 Add Errection charges of Stay set. 28 Add Errection charges of Earthing set.. 29 3-Ph LT Line 30 AAAC Cond. 7/3.15 mm2 31 S/T Pole 10 Mtr Long 32 RCC MUFF OF 2000 mm length- PROVIDED BY HPSEBL 33 Angle Iron (75x75x6) [Length- 0.50 Mtr ] for clamp 34 MS Chanel Iron 1200x100x50x6 for Cantilever to fix the cable 35 Angle Iron (1200x75x75x6) for Bracing 36 Shackle Insulator (16 kN) 37 D-Iron (U- Clamps) 38 Earth Knob 39 LT Stay Set- PROVIDED BY HPSEBL 40 Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) 41 Full Clamps [ 2 No for A.I + 1 No for Stay Set]- PROVIDED BY HPSEBL 42 Earthing Set complete 43 Earth wire (GI, 8 SWG) 44 Spool Tie 45 Nuts and Bolts of Various Sizes 46 Aluminium Paint 47 Red Oxide 48 Spiral PVC Spacer 49 AB Cable 3x120+95+16 mm3 50 Adderrection charges as percost data 51 Add 5% Transportation Charges 52 Civil work 53 Earth work in surface excavation not exceeding 30 cm in (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. 54 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 gradedstone aggregate 20 mm nominal size) 55 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 56 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 5.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. 57 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.

INR 590 /-

INR 15.59 Lakhs /-