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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 ) { , kangra-Himachal Pradesh

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.




Tender Notice

32612694
Corrigendum : 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 ) {
Open Tender
Indian
Himachal Pradesh
kangra
25-06-2022

Tender Details

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 ) { 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 LaS 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

Corrigendum Details

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

Key Value

Document Fees
INR 590 /-
EMD
INR 9539.0 /-
Tender Value
INR 9.53 Lakhs /-

BOQ Items

Name of Work: 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
Sl. No. Item Description
111KV HT line
2Prov AAAC 7/3.15mm² Conductor (50mm²) {Includes Cutting and wastage}
3Prov. Steel Tubular Poles 9 Mtr Long
4Prov Muffs with concerete filling
5Prov.M.S C.I X-Arm (1500x100x50x6 mm),Long For Single Pole
6Prov.M.S A.I X-Arm (1800x50x50x6 mm),Long For Single Pole
7Prov M.S A.I X-Arm (50x50x6 mm), Length (2x750) mm Long For Single Pole
8Prov M.S A.I X-Arm (50x6 mm), Length (2x600) mm Long For Single Pole
9Prov.M.S C.I X-Arm (2400x100x50x6 mm),Long For Double Pole
10Prov.M.S A.I X-Arm (2700x50x50x6 mm),Long For Double Pole
11Prov.M.S C.I X-Arm (2400x75x40x6 mm),Long For G.O Switch &D.O.Fuses
12Prov Belt Set - MS A I 50x50x6, Length [2400 mm x 2 No.] For Double Pole
13Prov X-Bracing Set - MS A.I Iron 50x50x5,[2700 mm x 2 No.] For Double Pole
14Prov 11 kV Pin Insulators (Porcelain, 12 kV, 10 KN)
15Prov Disc insulator ,1 No Disc (12 kV, 90 kN) including Dead End Clamps etc.
16Prov Stay set complete in all respect
17Prov Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)
18Prov HT Earthing set complete
19Prov Double Continous Earth wire (GI, 8 SWG) @ 0.102 kg/m
20Prov Danger Plate (250X200X1.6 mm)
21Prov Nuts and Bolts of Various Sizeswith flat and spring washers
22Prov Barbed Wire
23ProvAluminium Paint
24Prov Full Pole Clamps (M.S. Flat 50X6 mm)
25Prov half Clamps (M.S. Flat 50X6 mm)
26Prov GO AB Switch Unit (11kV, 400A, 25 KA )
27Prov D.O Fuse Unit
28250 KVASub Station
29Prov.Distribution Transformer (Outdoor Type), 11/0.4 kV, 250 KVA
30Prov.Steel Tubular Poles (9 m, Working Load > 200 kgf/m²)
31Prov.Muffs with concerete filling
32Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos]
33Prov.X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for CTPT Unit
34Prov.X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of (CT & PT Unite)
35Prov.X-Arm: [Channel Iron (75x40x6 mm), Length : 2800 mm X 4 Nos] for supporting DO fuse unit & GO switch
36Prov.MS Angle Iron (50X50x5 mm), Length: 2800 mm x 1 Nos for LA"s
37Prov.GO AB Switch Unit (11kV, 400A, 25 KA )
38Prov.D.O Fuse Unit
39Prov.Surge Arrester, 9 kV Station Class (Porcelain Type)
40Prov.Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.)
41Prov.Stay set complete
42Prov.Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)
43Prov.Pipe Earthing Set
44Prov.LT Distribution Panel Box with ACB(630A, 50 kA, 4P,1No) and SFU(200A, 6No, rewirable) for 250 KVA Transformer
45Prov.Half Clamp (M.S. Flat 50X6 mm)
46Prov.Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more (with flat and spring washers)]
47Prov.Aluminium Thimble
48Prov.Aluminium Thimble
49Prov.Danger Plate
50Prov.LT Cable (3.5 Core) 240 mm²
51Prov.LT ArmourCable (3.5 Core) 120 mm² from LT Pannel to Distribution Board
52Prov.CT & PT Unite 11 KV 25/5 Amp
53Prov.Energy Meter 11 KV HT -/5 Amps
54PVC Multistrand 4mm2 Copper Wire With?-1 Inch GI Pipe For Concealing
55Prov.Aluminium Paint.
56Plinth and Fencing for the foundation of250 KVA Transformer
57Excavation 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).
58P/L cement concrete 1 : 6 : 12 ( 1 cement, 6 sand, 12 graded stone aggregate 40 mm NS) and curing complete in foundation and plinth.
59Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete
60Form 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.
61Providing Tor/Mild steel reinforcemnt i/c bending, binding and placing in postion complete.
62P/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.
63Boulder filling dry hand packed tightly as in wire crate under floors
64Steel 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.
65Supplying and fixing expended metal to wood or steel members in partitions etc..Weight not exceeding 3kg.per square metre.
66Painting (two coats) on new steel or steel based metal surface.
6720mm thick cement plaster in single coat in cement mortar 1:5 (1 cement, 5 sand).
68Cement concrete flooring 1 : 2 : 4( 1 cement, 2 sand, 4graded stone aggregate 20 mm NS) (50mm thick).
69P/F oxidised M.S. Sliding door bolt with nuts and screws etc. complete (250*16mm)
70P/F oxidised M.S. handle with necessary screws etc. complete (125mm)
71Transportation charges
72Errectioncharges
7318 % GST on Errcetion & TPT & civil plinth
741% Labor cess on Material & Errection
75Quantities 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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