Tender For Supply Of Equipment/Material, Design, Erection, Testing And Commissioning For Sop To Pwd By Shifting Of 11Kv Ht Line Of Jawali--2 Feeder And 3-Ph Lt Line For The Construction Of Banoli To Bhatti, Duglu, Bassa, Kotha Harnera Road In Electrical S, jawali-Himachal Pradesh

Tender For Supply Of Equipment / Material, Design, Erection, Testing And Commissioning For Sop To Pwd By Shifting Of 11Kv Ht Line Of Jawali--2 Feeder And 3-Ph Lt Line For The Construction Of Banoli To Bhatti, Duglu, Bassa, Kotha Harnera Road In Electrical Section Bharmar Under Esd Jawali ( Ts No. 148 / 2023-24 ) -11 Kv Ht Line 2 Prov. Acsr ( 6 / 1 / 3.35, 50 Mm² ) { Neutral Conductor Including 1% ( Sag, Jumpering And Wastage } 3 Prov. Steel Tubular Poles ( 9 M, Working Load > 200 Kgf / M² ) 4 Prov. Muffs With Concerete Filling 5 Cross Arm: [ Channel Iron ( 100X50x6 Mm ) , Length: 1270 Mm I / C Tolerance Of 100 Mm Either Side ) 6 Angle Iron ( 50X50x6 Mm ) , Length: 750 Mm X 2 No. X 8 Structures 7 Pole Top Bracket [ Msci:100X50x6 Mm- 100 Mm ] 8 Prov. & Fabrication Of Belt Set - Ms Angle Iron: 50X50x6, Length :1800 Mm & X-Bracing Set - Ms Angle Iron: 50X50x6, Length: 2125 Mm Fordoub. Pole Str. I / C Clamp ( 2 No. Per Set ) 9 Prov. X-Arm ( Horizontal ) - Ms Channel Iron: 100X50x6, Length: 2340 Mm X 2 No. ] ? Formation 10 Prov. Pin Insulator With Gi Pin 11 Prov. Disc Insulator Set Cleave & Tounge Halicaly Formed Fitting 12 Prov.Stay Set Complete Ht I / C Egg 13 Prov. Stay Wire ( 7 / 3.15 Mm ) ( 7.0 Kg Per Stay Set ) ( Prov. By Hpsebl ) 14 Prov. Gi Wire 8 Swg. ( Prov. By Hpsebl ) 15 Prov. Half Clamps: [ On Double Pole Dead End Structure: 4 No; On Run Thro Structure: 2 No ] 16 Prov. Full Clamps: [ On Double Pole Dead End Structure: 4 No, Single Pole Run Thro Structure: 2 No ] 17 Prov. Danger Plate ( 250X200x1.6 Mm ) ( Prov. By Hpsebl ) 18 Prov. Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 16 Mm F Or More ( With Flat And Spring Washers ) ] 19 Prov. Barbed Wire 20 Prov. Aluminium Paint 21 Erection Of 9 Mtr. St Pole Single Structure I.E. Digging Of Pit, Fixing Of Insulator, X-Arms, K.B. Set, Top Clamp, Barbed Wire, Danger Plate, Drilling Of Holes And Filling Of Pit + Rammingcomplete In All Respect. 22 Erection Of 9 Mtr. St Pole Double Structure I.E. Digging Of Pit, Fixing Of Insulator, X-Arms, K.B. Set, Top Clamp, Barbed Wire, Danger Plate, Drilling Of Holes And Filling Of Pit + Rammingcomplete In All Respect. 23 Erection Of Stay Set Ht I.E. Digging Of Pit, Fixing Of Stay Road, Filling Of Pit, Nozzeling & Tightning. 24 Fixing Of Jumper 25 Sagging Of Conductor I.E. Laying, Stringing And Sagging & Binding With Insulator ( Single Wire Per Km ) . 26 Sagging Of Gi Wire I.E. Laying, Stringing And Sagging & Binding ( Single Wire Per Km ) . 27 Dismantling Of Conductor ( Single Wire Per Km ) . 28 Mannual Carriage Of Material 1 Km Ht Line Considering Average Distance From Road To Site Of Work ( 0.100 Km ) 29 3-Ph Lt Line 30 Prov. Aaac ( 7 / 3.15 50Mm² ) { Neutral Conductor Including 1% ( Sag, Jumpering And Wastage } 31 Prov. Steel Tubular Poles ( 8 M, Working Load > 180 Kgf / M² ) 32 Prov. Rcc Muffs 33 Prov. C.I. X-Arm ( 600X75x40 ) I / C Clamp 34 Prov. Stay Set L.T. I / C Egg & Clamp ) . 35 Prov. Stay Wire ( 7 / 3.15 M ) ( 6.0 Kg Per Stay Set ) ( Prov. By Hpsebl ) 36 Prov. D.I. Iron 37 Prov. Shackle Insulator. 38 Prov. Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 16 Mm F Or More ( With Flat And Spring Washers ) ] 39 Prov. Aluminium Paint 40 Prov. Spiral Pvc Spacers ( Prov. By Hpsebl ) 41 Erection Of St Pole 8 Mtr. Long , Digging Of Pit, Errection Of X-Arm, Shackle Insulator, Filling Of Pit , Painting Of Pole & Ramming With Concerete Filling Of Rcc Muff 42 Erection Of L.T. Stay Set I.E. Digging Of Pit, Fixing Of Stay Road, Noseling & Titening. 43 Sagging Of Conductor I.E. Laying, Stringing And Sagging & Binding With Insulator ( Single Wire Per Km ) . 44 Dismantling Of Conductor ( Single Wire Per Km ) . 45 Mannual Carriage Of Material 1 Km Ht Line Considering Average Distance From Road To Site Of Work ( 0.130 Km ) 46 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 3400.0 /-

Refer document

Name of Work: Tender for Supply of equipment/material, design, erection, testing and commissioning for SOP to PWD by shifting of 11KV HT Line of Jawali--2 Feeder and 3-Ph LT Line for the construction of Banoli to Bhatti, Duglu, Bassa, Kotha Harnera Road in Electrical Section Bharmar Under ESD Jawali (TS No. 148/2023-24)

Sl. No.	Item Description
1	11 KV HT Line
2	Prov. ACSR (6/1/3.35, 50 mm²) { Neutral conductor including 1% (Sag, Jumpering and wastage}
3	Prov. Steel Tubular Poles (9 m, Working Load > 200 kgf/m²)
4	Prov. Muffs with concerete filling
5	Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side)
6	Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures
7	Pole Top Bracket [MSCI:100x50x6 mm- 100 mm]
8	Prov. & fabrication of Belt Set - MS Angle Iron: 50x50x6, Length :1800 mm & X-Bracing Set - MS Angle Iron: 50x50x6, Length: 2125 mm forDoub. Pole Str. i/c clamp (2 No. per set)
9	Prov. X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length: 2340 mm x 2 No.] ? Formation
10	Prov. Pin Insulator with GI Pin
11	Prov. Disc Insulator Set cleave & Tounge halicaly formed fitting
12	Prov.Stay set complete HT i/c Egg
13	Prov. Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set) (Prov. By HPSEBL)
14	Prov. GI Wire 8 SWG. (Prov. By HPSEBL)
15	Prov. Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro" structure: 2 No ]
16	Prov. Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro" structure: 2 No]
17	Prov. Danger Plate (250X200X1.6 mm) (Prov. By HPSEBL)
18	Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more(with flat and spring washers)]
19	Prov. Barbed Wire
20	Prov. Aluminium Paint
21	Erection of 9 Mtr. ST pole Single structure i.e. digging of pit, fixing of insulator, x-arms,K.B. set, Top clamp, barbed wire, danger plate, drilling of holes and filling of pit + rammingcomplete in all respect.
22	Erection of 9 Mtr. ST pole double structure i.e. digging of pit, fixing of insulator, x-arms,K.B. set, Top clamp, barbed wire, danger plate, drilling of holes and filling of pit + rammingcomplete in all respect.
23	Erection of Stay set HT i.e. digging of pit, fixing of stay road, filling of pit, nozzeling & tightning.
24	Fixing of jumper
25	Sagging of conductor i.e. laying, stringing and sagging & binding with insulator (Single wire per KM).
26	Sagging of GI Wire i.e. laying, stringing and sagging & binding(Single wire per KM).
27	Dismantling of Conductor(Single wire per KM).
28	Mannual carriage of material 1 KM HT line considering average distance from road to site of work (0.100 Km)
29	3-Ph LT Line
30	Prov. AAAC (7/3.15 50mm²) { Neutral conductor including 1% (Sag, Jumpering and wastage}
31	Prov. Steel Tubular Poles (8 m, Working Load > 180 kgf/m²)
32	Prov. RCC Muffs
33	Prov. C.I. X-Arm (600x75x40) i/c Clamp
34	Prov. Stay set L.T. i/c Egg & Clamp).
35	Prov. Stay Wire (7/3.15 m) (6.0 kg Per Stay Set) (Prov. By HPSEBL)
36	Prov. D.I. iron
37	Prov. Shackle Insulator.
38	Prov. Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more(with flat and spring washers)]
39	Prov. Aluminium Paint
40	Prov. Spiral PVC Spacers(Prov. By HPSEBL)
41	Erection of ST pole 8 Mtr. long , digging of pit, errection of X-Arm, Shackle insulator, filling of pit , painting of pole & ramming with concerete filling of RCC Muff
42	Erection of L.T. stay set i.e. digging of pit, fixing of stay road, noseling & titening.
43	Sagging of Conductor i.e. laying, stringing and sagging & binding with insulator (Single wire per KM).
44	Dismantling of Conductor(Single wire per KM).
45	Mannual carriage of material 1 KM HT line considering average distance from road to site of work (0.130 Km)
46	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.