Himachal Pradesh State Electricity Board-HPSEB has published Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, For Sop Toart And Craft Centre Nagrota Bagwan At 53 Miles Rajiana Under Esd Hpsebl Tanda - 1 11Kv Ht Line 2 Prov Aaac 7 / 3.15Mm² Conductor ( 50Mm² ) { . Submission Date for this Tender is 25-06-2022. Coats and Jackets Tenders in kangra Himachal Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 17-Jun-2022 | SEOP09/2022-23 , EXTENTION OF DATES | Date | 20-06-2022 |
2 | 20-Jun-2022 | SEOP09/2022-23 | Date | 24-06-2022 |
3 | 24-Jun-2022 | SEOP 09/2022-23 | Date | 25-06-2022 |
Sl. No. | Item Description |
1 | 11KV HT line |
2 | Prov AAAC 7/3.15mm² Conductor (50mm²) {Includes Cutting and wastage} |
3 | Prov. Steel Tubular Poles 9 Mtr Long |
4 | Prov Muffs with concerete filling |
5 | Prov.M.S C.I X-Arm (1500x100x50x6 mm),Long For Single Pole |
6 | Prov.M.S A.I X-Arm (1800x50x50x6 mm),Long For Single Pole |
7 | Prov M.S A.I X-Arm (50x50x6 mm), Length (2x750) mm Long For Single Pole |
8 | Prov M.S A.I X-Arm (50x6 mm), Length (2x600) mm Long For Single Pole |
9 | Prov.M.S C.I X-Arm (2400x100x50x6 mm),Long For Double Pole |
10 | Prov.M.S A.I X-Arm (2700x50x50x6 mm),Long For Double Pole |
11 | Prov.M.S C.I X-Arm (2400x75x40x6 mm),Long For G.O Switch &D.O.Fuses |
12 | Prov Belt Set - MS A I 50x50x6, Length [2400 mm x 2 No.] For Double Pole |
13 | Prov X-Bracing Set - MS A.I Iron 50x50x5,[2700 mm x 2 No.] For Double Pole |
14 | Prov 11 kV Pin Insulators (Porcelain, 12 kV, 10 KN) |
15 | Prov Disc insulator ,1 No Disc (12 kV, 90 kN) including Dead End Clamps etc. |
16 | Prov Stay set complete in all respect |
17 | Prov Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) |
18 | Prov HT Earthing set complete |
19 | Prov Double Continous Earth wire (GI, 8 SWG) @ 0.102 kg/m |
20 | Prov Danger Plate (250X200X1.6 mm) |
21 | Prov Nuts and Bolts of Various Sizeswith flat and spring washers |
22 | Prov Barbed Wire |
23 | ProvAluminium Paint |
24 | Prov Full Pole Clamps (M.S. Flat 50X6 mm) |
25 | Prov half Clamps (M.S. Flat 50X6 mm) |
26 | Prov GO AB Switch Unit (11kV, 400A, 25 KA ) |
27 | Prov D.O Fuse Unit |
28 | 250 KVASub Station |
29 | Prov.Distribution Transformer (Outdoor Type), 11/0.4 kV, 250 KVA |
30 | Prov.Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
31 | Prov.Muffs with concerete filling |
32 | Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] |
33 | Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for CTPT Unit |
34 | Prov.X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of (CT & PT Unite) |
35 | Prov.X-Arm: [Channel Iron (75x40x6 mm), Length : 2800 mm X 4 Nos] for supporting DO fuse unit & GO switch |
36 | Prov.MS Angle Iron (50X50x5 mm), Length: 2800 mm x 1 Nos for LA"s |
37 | Prov.GO AB Switch Unit (11kV, 400A, 25 KA ) |
38 | Prov.D.O Fuse Unit |
39 | Prov.Surge Arrester, 9 kV Station Class (Porcelain Type) |
40 | Prov.Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) |
41 | Prov.Stay set complete |
42 | Prov.Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) |
43 | Prov.Pipe Earthing Set |
44 | Prov.LT Distribution Panel Box with ACB(630A, 50 kA, 4P,1No) and SFU(200A, 6No, rewirable) for 250 KVA Transformer |
45 | Prov.Half Clamp (M.S. Flat 50X6 mm) |
46 | Prov.Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more (with flat and spring washers)] |
47 | Prov.Aluminium Thimble |
48 | Prov.Aluminium Thimble |
49 | Prov.Danger Plate |
50 | Prov.LT Cable (3.5 Core) 240 mm² |
51 | Prov.LT ArmourCable (3.5 Core) 120 mm² from LT Pannel to Distribution Board |
52 | Prov.CT & PT Unite 11 KV 25/5 Amp |
53 | Prov.Energy Meter 11 KV HT -/5 Amps |
54 | PVC Multistrand 4mm2 Copper Wire With?-1 Inch GI Pipe For Concealing |
55 | Prov.Aluminium Paint. |
56 | Plinth and Fencing for the foundation of250 KVA Transformer |
57 | Excavation in foundation and trenches etc. in earth work lift upto 1.5 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then disposing of all surplus excavated soil within a lead of 20mtrs in pick & jumper work (50% each). |
58 | P/L cement concrete 1 : 6 : 12 ( 1 cement, 6 sand, 12 graded stone aggregate 40 mm NS) and curing complete in foundation and plinth. |
59 | Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete |
60 | Form work with steel plates 3.15mm thick welded in frame 30*30*5mm angle iron for foundation, footings basis of columns etc. and mass concrete. |
61 | Providing Tor/Mild steel reinforcemnt i/c bending, binding and placing in postion complete. |
62 | P/L R.C.C. 1 : 2 : 4( 1 cement, 2 sand, 4graded stone aggregate 20 mm NS) and curing complete, excluding cost of form work and reinforcement. |
63 | Boulder filling dry hand packed tightly as in wire crate under floors |
64 | Steel work welded in built up sections, trusses, angles, frame work i/ccutting, hosting & fixing in position and applying priming coat of red lead oxide.In beams joists channels ,angles, tee ,flats with connecting plates or angle cleats as in main andcross beams,hip and jack rafters,purlins connected to common rafters and the like. |
65 | Supplying and fixing expended metal to wood or steel members in partitions etc..Weight not exceeding 3kg.per square metre. |
66 | Painting (two coats) on new steel or steel based metal surface. |
67 | 20mm thick cement plaster in single coat in cement mortar 1:5 (1 cement, 5 sand). |
68 | Cement concrete flooring 1 : 2 : 4( 1 cement, 2 sand, 4graded stone aggregate 20 mm NS) (50mm thick). |
69 | P/F oxidised M.S. Sliding door bolt with nuts and screws etc. complete (250*16mm) |
70 | P/F oxidised M.S. handle with necessary screws etc. complete (125mm) |
71 | Transportation charges |
72 | Errectioncharges |
73 | 18 % GST on Errcetion & TPT & civil plinth |
74 | 1% Labor cess on Material & Errection |
75 | 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. |
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