Tender For Estimate For Providing Sop To Mini Secretate In ( E) Section Nerchowk Under Esd , Hpseb,Ltd. Nerchowk, sundernagar-Himachal Pradesh

Estimate For Providing Sop To Mini Secretate In ( E ) Section Nerchowk Under Esd , Hpseb, Ltd. Nerchowk - Erection Part Substation 2 Digging Of Pit Forpoles & 3 No. Earthing Set 3 Drilling Of Holes In X-Arms 4 Prepration Of Plates From Str. Membersci, Ai Ie X-Arms &Bracing Set 5 Erection Of Doublepole 6 Concreting Of Rcc Muff 7 Erection Of Plateform 8 Erection Of X-Arms, Drops-Out , Fuse Unit , Lighting Arrestor, Mccb, Switch Lt Box , Energy Meter . 9 Erection Of Transformer 10 Providing Earthing Conn. To Transformer & G.O Switches , Lightning Arrestor Etc. 11 Erection Of 2 Nos.Stay Set 12 Erection Of Jumpers Of Ct-Pt Unitwith 4-Pole Structure 13 Pipe Earthing 3 NoS. Set 14 Erection Of Lt Cable 15 Fixing Of Barbed Wire & Paintingof 4-Pole Structurecomplete In All Respect 16 Supply Part Substation 17 Providing St Pole 9 Mtr Long 18 Providing11 / 0.4 Kv , 250 Kva Transformer 19 Providing Rcc Pipe ( Muff ) Isi Marked Sutaible For Different Size Of Steel Poles 2000 Mm Inlenght And 25 Mm Thick With 250 Mm Internal Dia Duly Fabricated By Using Un-Galvanized Ms Wire Of 12 Swg Rings And 6 Mm Ms Round In Vertical Direction Conforming To Is 458-1988. 20 Prov. M.S.C.I 100*50*6 Mm Cross Arm 2800 Mm Long Sutaible For Fixing On Both St And Pcc Poles Doublepole Structure For Transformer Base Main Channels , With Holes At Sutaible Places Whereever Is Required To Adjust 5 / 8 Dia Nuts And Bolts , Pin Insulators, Bal Claves Eye Socket 21 Prov. M.S.C.I 100*50*6 Mm Cross Arm 460 Mm Long Sutaible For Fixing On Both St And Pcc Poles Doublepole Structure For Suppourting Main Channels Of Transformer , With Holes At Sutaible Places Whereever Is Required To Adjust 5 / 8 Dia Nuts And Bolts , Pin Insulators, Bal Claves Eye Socket 22 Prov. M.S.Ci. 75*40*6 Mm Cross Arm 2800 Mm Long For Suppourting Do Fuse Unit And Go Switch 23 Prov. M.S.A.I 50*50*6 Mm Length 2800 Mm 1 No. For L.A And 2 No. For Distribution Pannel Box 24 Prov. M.S.A.I 50*50*6 Mm Length 2800 Mm *4No. For One Structure 25 Prov. M.S.A.I 35*35*6 Mm Length 460 Mm *2 No. For One Structure 26 Prov. Go Switch Handle Supporting ( Channel Iron ( 75*40*6 Mm ) Lenght 460 Mm 27 Prov. D.O Fuse Unit 11 Kv 28 Prov. Stay Wire 7 / 3.15 Mm 29 Prov. Disc Insulator Set Complete In All Respect 30 Providing Lt Distribution Panel Box Suitable For 250 Kva S / Stn.Ms Sheet Of 1.6Mm ( 900X800x200mm ) Cubic Box Complete With Stand Etc. And Al. Busbar 25X6mm Inside Painted / Powder Coated After Primer Coatingmccb 400A 3P50ka 31 Prov. Ht Stay Set Made Of M.S Round 1800 Mm In Length , 18 Mm Dia Having Thread Upto 300 Mm On One End With One Nut And One Check Nut To Avoid Slippage And Eye Of 40Mm Dia On Other Side And Welded Conforming Rec Specifications. Elbow Made Of Channel Iron 75 X40 X6 Mm, 250 Mm Long And M.S. Round 18Mm Dia , Vertical Height 450 Mm, Both End Bent After Putting Into Two Holes In Channel Iron Taking The Ends Out 25 Mm Minimum And Welded With Channel Iron . One Anchor Of A.I.65X65x6mm , 750 Mmin Length With One Hole Of 20 Mm Dia In The Centre . The Complete Stay Set Shall Be Painted With Superior Quality Black Japan Paint. 32 Prov. Earthing Set For Substation Made Of G.I Pipe 38 Mm Dia ( Internal Dia ) Wall Thickness 3.25 Mm Medium Quality Pipe Of Standard Make Conformimg To Is:Specifications 3000 Mm Long Without Gi Socket Closed At Top Pipe Shall Have Holes Of 12 Mm Dia Every 150 Mm Apart Throughout The Lenght And Staggered Diametrically.Full Clamp Of M.S Flat 40*3Mm Fitted At Top End Of The Pipe Along The Bolts And Nuts Six=Ze 50*12 Mm And Washers For Fixing The Clamp On The Pipe. The Bottom End Of The Pipe Shall Be Welded With M, S Plate Of Size 300*300*6 Mm 33 Prov Full Clamp. 34 Prov Half Clamp. 35 Providing Danger Plate Size 250*200 Mm Made Of Mild Steel Plates 1.6 ( Minimum ) Thick Vitreous Enameled White Letter Figure, Conventional Skill And X-Boxes And Single Red Color On Front Side For Use In Hpsebl. The Rear Side Of The Plate Shall Be Black Enameled And Conforming To Isi Specifications No-Is-1351 / 1982 Sutaible For 11000 Volts. 36 Prov. Nuts & Bolts With Washer Off Sizes Etc. M.S Black Hexagon Bolts And Nuts With Washers Conforming To Isi-1363-1992 Duly Fully Threaded And Half Threaded. 37 Prov. Aliminium Paint 38 Prov. Barbed Wire 39 Prov. 11 Kv G.O Switch ( 11 Kv, 400A, 25Ka ) 40 Providing Energy Meter 3-Phase 4 Wire Ct Operated Static Trivector Meter With Box 400 / 5A 41 Erection / Labour Part Lt Line 42 Erection Of Steel Tubular Pole 9 / 8Mtr. Longcomprising Following:-Digging Of Pit, Errection Of Pole, X-Arms, Shackleinsulators, Filling Of Pits, Erection And Filling Of Rcc Muff& Rammingincludingpainting Of Pole Complete In All Respect. 43 Erection Of L.T. Stay Set Comprising Following :-Digging Of Pit, Fixing Of Stay Rod, Nozzeling & Tighteningcomplete In All Respect. ( Note Stay Wire Will Be Provided By The Hpsebl Separately ) . 44 Sagging Chages Of Ab Cable 45 Supply Part Lt Line 46 Providing St Pole 9 Mtr Long 47 Providing Rcc Pipe ( Muff ) Isi Marked Sutaible For Different Size Of Steel Poles 2000 Mm Inlenght And 25 Mm Thick With 250 Mm Internal Dia Duly Fabricated By Using Un-Galvanized Ms Wire Of 12 Swg Rings And 6 Mm Ms Round In Vertical Direction Conforming To Is 458-1988. 48 Prov Full Clamp. 49 Prov. Stay Wire 7 / 3.15 Mm 50 Prov. Nuts & Bolts With Washer Off Sizes Etc. M.S Black Hexagon Bolts And Nuts With Washers Conforming To Isi-1363-1992 Duly Fully Threaded And Half Threaded. 51 Prov. Lt Stay Set Made Of M.S Round 1600 Mm In Length , 16 Mm Dia Having Thread Upto 300 Mm On One End With One Nut And One Check Nut To Avoid Slippage And Eye Of 40Mm Dia On Other Side And Welded Conforming Rec Specifications. Elbow Made Of Channel Iron 75 X40 X6 Mm, 250 Mm Long And M.S. Round 60 Mm Dia , Vertical Height 300 Mm, Both End Bent After Putting Into Two Holes In Channel Iron Taking The Ends Out 25 Mm Minimum And Welded With Channel Iron . One Anchor Of A.I. 50X50x6mm , 750 Mmin Length With One Hole Of 20 Mm Dia In The Centre . The Complete Stay Set Shall Be Painted With Superior Quality Black Japan Paint. 52 Prov. Aliminium Paint 53 Plinth And Fencing 54 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. 55 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. 1:3:6 ( 1 Cement : 3 Coarse Sand ) : 6 Graded Stone Aggregate 40 Mm Nominal Size ) 56 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 57 Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 58 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 ) 59 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. 60 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 61 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge. Made Of G.I. Wire Of Dia 4 Mm 62 Providing And Fixing Isi Marked M.S. Pressed Butt Hinges Bright Finished With Necessary Screws Etc. Complete :100X58x1.90 Mm 63 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm 64 Supplying, Filling, Spreading & Leveling Gravels Of Size Range 5 Mm To 10 Mm, In The Recharge Pit, Over The Existing Layer Of Boulders, In Required Thickness, For All Leads & Lifts, All Complete As Per Direction Of Engineer-Incharge.

INR 1180 /-

INR 19760.0 /-

INR 7.90 Lakhs /-

Name of Work:-Estimate for providing SOP to Mini Secretate in ( E) section Nerchowk under ESD , HPSEB,Ltd. Nerchowk

Sl. No.	Item Description
1	Erection Part Substation
2	Digging of Pit forpoles & 3 No. earthing set
3	Drilling of holes in X-arms
4	Prepration of plates from STR. MembersCI,AI ie X-ARMS &Bracing set
5	Erection of Doublepole
6	Concreting of RCC Muff
7	Erection of plateform
8	Erection of X-ARMS, Drops-Out ,Fuse unit ,Lighting Arrestor, MCCB, Switch LT Box ,Energy Meter .
9	Erection of Transformer
10	Providing earthing conn. To Transformer & G.O Switches ,Lightning Arrestor Etc.
11	Erection of 2 Nos.stay set
12	Erection of jumpers of CT-PT Unitwith 4-Pole structure
13	Pipe earthing 3 No"s. set
14	Erection of LT Cable
15	Fixing of Barbed wire & paintingof 4-Pole structurecomplete in all respect
16	Supply Part Substation
17	Providing ST Pole 9 Mtr long
18	Providing11/0.4 KV ,250 KVA Transformer
19	Providing RCC Pipe(Muff) ISI Marked sutaible for different size of steel poles 2000 mm inlenght and 25 mm thick with 250 mm internal dia duly fabricated by using un-galvanized MS wire of 12 SWG Rings and 6 mm MS Round in vertical direction conforming to IS 458-1988.
20	Prov. M.S.C.I 100*50*6 mm cross arm 2800 mm long sutaible for fixing on both ST and PCC poles Doublepole structure for transformer base main channels , with holes at sutaible places whereever is required to adjust 5/8" dia nuts and bolts ,pin insulators,bal claves eye socket
21	Prov. M.S.C.I 100*50*6 mm cross arm 460 mm long sutaible for fixing on both ST and PCC poles Doublepole structure for suppourting main channels of transformer , with holes at sutaible places whereever is required to adjust 5/8" dia nuts and bolts ,pin insulators,bal claves eye socket
22	Prov. M.S.CI. 75*40*6 MM Cross arm 2800 mm long for suppourting DO Fuse unit and GO Switch
23	Prov. M.S.A.I 50*50*6 mm length 2800 mm 1 No. for L.A and 2 No. for Distribution pannel box
24	Prov. M.S.A.I 50*50*6 MM Length 2800 mm *4No. For one structure
25	Prov. M.S.A.I 35*35*6 MM Length 460 mm *2 No. for one structure
26	Prov. GO Switch handle supporting(Channel Iron(75*40*6 mm) lenght 460 mm
27	Prov. D.O Fuse unit 11 KV
28	Prov. Stay wire 7/3.15 mm
29	Prov. Disc insulator set complete in all respect
30	Providing LT distribution panel Box suitable for 250 KVA S/stn.MS Sheet of 1.6mm(900x800x200mm) cubic box complete with stand etc. and Al. Busbar 25x6mm inside painted/Powder coated after primer coatingMCCB 400A 3P50KA
31	Prov. HT Stay set made of M.S Round 1800 mm in length ,18 mm dia having thread upto 300 mm on one end with one nut and one check nut to avoid slippage and eye of 40mm dia on other side and welded conforming REC Specifications. Elbow made of channel iron 75 x40 x6 mm,250 mm long and M.S. Round 18mm dia , vertical height 450 mm, both end bent after putting into two holes in channel iron taking the ends out 25 mm minimum and welded with channel iron . One anchor of A.I.65X65x6mm ,750 mmin length with one hole of 20 mm dia in the centre . The complete stay set shall be painted with superior quality black Japan paint.
32	Prov. Earthing set for substation made of G.I Pipe 38 mm dia(internal dia) wall thickness 3.25 mm medium quality pipe of standard make conformimg to IS:Specifications 3000 mm long without GI Socket closed at top pipe shall have holes of 12 mm dia every 150 mm apart throughout the lenght and staggered diametrically.Full clamp of M.S Flat 40*3mm fitted at top end of the pipe along the bolts and nuts six=ze 50*12 mm and washers for fixing the clamp on the pipe. The bottom end of the pipe shall be welded with M,S Plate of size 300*300*6 mm
33	Prov full clamp.
34	Prov Half clamp.
35	Providing Danger plate size 250*200 mm made of Mild steel plates 1.6 (minimum) thick vitreous enameled white letter figure, conventional skill and X-Boxes and single red color on front side for use in HPSEBL. The rear side of the plate shall be black enameled and conforming to ISI Specifications No-IS-1351/1982 Sutaible for 11000 Volts.
36	Prov. Nuts & Bolts with washer off sizes etc. M.S Black Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992 duly fully threaded and Half threaded.
37	Prov. Aliminium Paint
38	Prov. Barbed wire
39	Prov. 11 KV G.O Switch (11 KV,400A,25KA)
40	Providing Energy meter 3-Phase 4 wire CT Operated static Trivector meter with Box 400/5A
41	Erection/Labour Part LT Line
42	Erection of Steel tubular Pole 9/8Mtr. longcomprising following:-Digging of Pit, Errection of pole, X-arms,ShackleInsulators,filling of Pits, Erection and filling of RCC Muff& rammingincludingpainting of pole complete in all respect.
43	Erection of L.T. Stay Set comprising following :-Digging of Pit, fixing of Stay Rod,Nozzeling & Tighteningcomplete in all respect. (Note stay wire will be provided by the HPSEBL separately).
44	Sagging chages of AB Cable
45	Supply Part LT Line
46	Providing ST Pole 9 Mtr long
47	Providing RCC Pipe(Muff) ISI Marked sutaible for different size of steel poles 2000 mm inlenght and 25 mm thick with 250 mm internal dia duly fabricated by using un-galvanized MS wire of 12 SWG Rings and 6 mm MS Round in vertical direction conforming to IS 458-1988.
48	Prov full clamp.
49	Prov. Stay wire 7/3.15 mm
50	Prov. Nuts & Bolts with washer off sizes etc. M.S Black Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992 duly fully threaded and Half threaded.
51	Prov. LT Stay set made of M.S Round 1600 mm in length ,16 mm dia having thread upto 300 mm on one end with one nut and one check nut to avoid slippage and eye of 40mm dia on other side and welded conforming REC Specifications. Elbow made of channel iron 75 x40 x6 mm,250 mm long and M.S. Round 60 mm dia , vertical height 300 mm, both end bent after putting into two holes in channel iron taking the ends out 25 mm minimum and welded with channel iron . One anchor of A.I. 50x50x6mm ,750 mmin length with one hole of 20 mm dia in the centre . The complete stay set shall be painted with superior quality black Japan paint.
52	Prov. Aliminium Paint
53	Plinth and fencing
54	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.
55	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)
56	Foundations, footings, bases of columns, etc. for mass concrete.
57	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
58	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)
59	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.
60	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
61	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
62	Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :100x58x1.90 mm
63	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm
64	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.