Tender For Shifting Of 33 Kv Ht Double Pole Structure From The Campus Of Viveka Foundation School At Mansimbal To The Corner Of Campus Under Esd Thural.- 1 Shifting Of 33 Kv Ht Line 2 Acsr 30 / 7 / 2.59Mm ( 150Mm² ) ( Wolf ) 3 Steel Tubular Poles, kangra-Himachal Pradesh

Tender For Shifting Of 33 Kv Ht Double Pole Structure From The Campus Of Viveka Foundation School At Mansimbal To The Corner Of Campus Under Esd Thural.- 1 Shifting Of 33 Kv Ht Line 2 Acsr 30 / 7 / 2.59Mm ( 150Mm² ) ( Wolf ) 3 Steel Tubular Poles ( 13 M, Working Load > 227 Kg ) 4 Muffs With Concerete Filling 5 Belt Set - Ms Angle Iron: 65X65x6, Length: ( 1800 Mm ) X 2 No. 6 X-Bracing Set - Ms Angle Iron: 50X50x6, Length [ 2700 Mm ) X 2 No. ] 7 X-Arm ( Horizontal ) - Ms Channel Iron: ( 100X50x6 Mm ) , Length: 3250 Mm I / C Tolerance 100 Mm On Either Side X 2 No. ] 8 Disc Insulator String ( Strain ) Sets: 3 No. Discs In Each String: ^^ ( Porcelain, Bs, 12 Kv, 90 Kn ) Including Dead End Clamps Etc. ) X ( Single Circuit: 3 No. Conductors ) X ( 2 No. Sides ) / Dead Structures 9 33 Kv Pin Insulators ( Porcelain, 36 Kv, 10 Kn ) : 3 No Per Double Pole Structure 10 Stay Set Complete In All Respect ( 2 No. / Run Thro & 4 No. / Dead End ) 11 Stay Wire ( 7 / 4.00 Mm ) ( 9.0 Kg Per Stay Set ) 12 Ht Earthing Set Complete 13 Earth Wire ( Gi, 6 Swg ) { Includes Single Wire Length And Additional 1% ( Sag And Wastage ) } @ 150 Kg / Km 14 Eye Hook For Earth Wire 15 Earth Reel 16 Ms Channel Iron: 75X40x6, Length :3300 Mm 17 Half Clamps: [ On Double Pole Dead End Structure: 6 No, Double Pole Run Thro Structure: 8 No ] 18 Full Clamps: [ On Double Pole Dead End Structure: 4 No, Double Pole Run Thro Structure: 4 No ] 19 Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 20 Mm F Or More ( With Flat And Spring Washers ) ] 20 Barbed Wire 21 Danger Plate ( 203X200x1.6Mm ) 22 Red Oxide 23 Aluminium Paint 24 Pg Clamps 25 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. 26 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) . 27 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. 28 Supplying, Filling, Spreading & Leveling Stone Boulders Of Size Range 5 Cm To 20 Cm, In Recharge Pit, In The Required Thickness, For All Leads & Lifts, All Complete As Per Direction Of Engineer-In-Charge. 29 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 110 Mm Diameter. 30 Transportation Charges On Electrical Part 31 Erection Charges Of Steel Tubular Double Pole Structurecomplete In All Respect 32 Erection Charges Of Stay Setcomplete In All Respect 33 Fixing Of Jumpers.Complete In All Respect 34 Stringging & Sagging Of Gi Wire .Complete In All Respect 35 Stringging & Sagging Of Conductor 150 Mm2 . Complete In All Respect 36 Dismantling Charges Of Steel Tubular Double Pole Structure 37 Dismantaling Charge For 1Km Line Per Conductor

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	25-Jun-2022	SEOP 018/2022-23	Date	27-06-2022
2	27-Jun-2022	SEOP 18/2022-23	Date	28-06-2022
3	28-Jun-2022	SEOP. 18/2022-23	Date	29-06-2022
4	29-Jun-2022	SEOP.. 18/2022-23	Date	30-06-2022

INR 590 /-

INR 9247.0 /-

INR 9.24 Lakhs /-

Name of Work:Tender for shifting of 33 KV HT double pole structure from the campus of Viveka Foundation School at Mansimbal to the corner of Campus under ESD Thural.

Sl. No.	Item Description
1	Shifting of 33 KV HT LINE
2	ACSR 30/7/2.59mm (150mm²) (wolf)
3	Steel Tubular Poles (13 m, Working Load > 227 kg)
4	Muffs with concerete filling
5	Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.
6	X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]
7	X-Arm (Horizontal) - MS Channel Iron: (100x50x6 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.]
8	Disc insulator String (Strain) sets: 3 No. Discs in each string: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (Single Circuit: 3 No. conductors) x (2 No. sides) /Dead Structures
9	33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double pole structure
10	Stay set complete in all respect (2 No./Run Thro & 4 No. / Dead End)
11	Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set)
12	HT Earthing set complete
13	Earth wire (GI, 6 SWG) {Includes Single wire length and Additional 1% (Sag and wastage)}@ 150 kg/km
14	Eye Hook for earth wire
15	Earth Reel
16	MS Channel Iron: 75x40x6, Length :3300 mm
17	Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro" structure: 8 No]
18	Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro" structure: 4 No]
19	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm F or more(with flat and spring washers)]
20	Barbed wire
21	Danger Plate (203X200X1.6mm)
22	Red Oxide
23	Aluminium Paint
24	PG clamps
25	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.
26	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size).
27	Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
28	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
29	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter.
30	Transportation Charges on Electrical Part
31	Erection Charges of Steel Tubular Double Pole Structurecomplete in all respect
32	Erection Charges of Stay Setcomplete in all respect
33	Fixing of Jumpers.complete in all respect
34	Stringging & Sagging of GI Wire .complete in all respect
35	Stringging & Sagging of conductor 150 mm2 . complete in all respect
36	Dismantling Charges of Steel Tubular Double Pole Structure
37	Dismantaling Charge for 1Km Line per conductor