Supply Of Equipments / Material , Design , Erection , Testing , Commissioning For Construction Of 33 Kv Line To 33 / 11 Kv , 1X3.15 Mva Sub – Station ( Proposed ) For Sop To Rggec Kangra At Nagrota Bagwan In Electrical Section Local , kangra-Himachal Pradesh

Supply Of Equipments / Material , Design , Erection , Testing , Commissioning For Construction Of 33 Kv Line To 33 / 11 Kv , 1X3.15 Mva Sub – Station ( Proposed ) For Sop To Rggec Kangra At Nagrota Bagwan In Electrical Section Local – Ii Under Electrical Sub – Division Hpsebl ., Nagrota Bagwan ( Seop-37 / 2021-22 ) . - Acsr 6 / 1 / 4.72 ( 100Mm² ) { Includes 3 Conductor Lengths For 3F And Additional 1% ( Sag, Jumpering And Wastage } 3 Steel Tubular Poles ( 11 M, Working Load > 227 Kg ) ( With Ruling Span 90 M, 10 No. Run Thro And 3 No. Dead End Structures ) 4 Steel Tubular Poles ( 13 M, Working Load > 343 Kg ) ( With Ruling Span 90 M, 10 No. Run Thro And 3 No. Dead End Structures ) 5 Muffs With Concerete Filling 6 33 Kv Isolator Without Earth Switch 7 Run Thro Structures: ( Horizontal Formation ) On Double Pole Structures ( Adopt Ten ( 10 ) No. Run-Through Structures Per Km ) - 8 X-Arms: [ Ms Channel Iron ( 100X50x6 Mm, Length: 3250 Mm I / C Tolerance 100 Mm On Either Side ] X 10 No. Structures 9 Disc Insulator String ( Suspension ) Sets: 3 No. Discs In Each String: ^^ ( Porcelain, Ct, 12 Kv, 90 Kn ) Including Dead End Clamps Etc ) X ( Single Circuit : 3No Conductors ) X 1 No Sides ) / Run Throu Structures. 10 Belt Set - Ms Angle Iron: 65X65x6, Length: ( 1800 Mm ) X 2 No. 11 X-Bracing Set - Ms Angle Iron: 50X50x6, Length [ 2700 Mm ) X 2 No. ] 12 Dead End Structures ( Adopt Three ( 3 ) No. Per Km ) On Double Pole ( Prefer Along Road Side ) 13 Belt Set - Ms Angle Iron: 65X65x6, Length: ( 1800 Mm ) X 2 No. 14 X-Bracing Set - Ms Angle Iron: 50X50x6, Length [ 2700 Mm ) X 2 No. ] 15 X-Arm ( Horizontal ) - Ms Channel Iron: ( 100X50x6 Mm ) , Length: 3250 Mm I / C Tolerance 100 Mm On Either Side X 2 No. ] 16 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 17 33 Kv Pin Insulators ( Porcelain, 36 Kv, 10 Kn ) : 3 No Per Double Pole Structure 18 Stay / Guy Arrangement 19 Stay Set Complete In All Respect ( 2 No. / Run Thro & 4 No. / Dead End ) 20 Stay Wire ( 7 / 4.00 Mm ) ( 9.0 Kg Per Stay Set ) 21 Earthing 22 Ht Earthing Set Complete 23 Earth Wire ( Gi, 6 Swg ) { Includes Single Wire Length And Additional 1% ( Sag And Wastage ) } @ 150 Kg / Km 24 Eye Hook For Earth Wire 25 Earth Reel 26 Ms Channel Iron: 75X40x6, Length :3300 Mm 27 Half Clamps: [ On Double Pole Dead End Structure: 6 No, Double Pole Run Thro Structure: 8 No ] 28 Full Clamps: [ On Double Pole Dead End Structure: 4 No, Double Pole Run Thro Structure: 4 No ] 29 Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 20 Mm F Or More ( With Flat And Spring Washers ) ] 30 Barbed Wire 31 Danger Plate ( 203X200x1.6Mm ) 32 Red Oxide 33 Aluminium Paint 34 Work 35 Excavation In Foundations, Trenches Etc., In Earth Work, Lift Upto 1.50 Metres Stacking The Excavated Soil Not More Than 3 Metres Clear From The Edge Of The Excavation And Then Returning The Stacked Soil In 15Cm. Layers, When Required In To Plinths Sides Of Foundations Etc., Consolidating Each Deposited Layer By Ramming And Watering And Then Disposing Of All Surplus Excavated Earth As Directed With In A Lead Of 20 Metres. 36 Providing And Laying Cement Concrete 1:4:8 ( 1 Cement : 4 Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work In Foundation And Plinth In Breast And Retaining Walls Etc.Including Extra For Laying Reinforced Cement Concrete In Or Under Water And / Or Liquid Mud, Including Cost Of Pumping Or Bailing Out Water And Removing Slush Etc., Complete. 37 Providing Mild Steel / Tor Steel Reinforcement For R.C.C. Work Including Bending, Binding And Placing In Position Complete Upto Floor Two Level Tor Steel. 38 Providing Form Work With Steel Plates 3.15Mm Thick Welded With Angle Iron In Frame 30X30x5mm. So As To Give A Fair Finish Including Centring, Shuttering, Strutting And Propping Etc. With Wooden Battens And Ballies, Height Of Propping And Centring Below Supporting Floor To Ceiling Not Exceeding 4 Mtrs. And Removal Of The Same For In-Situ-Reinforced Concrete & Plain Concrete Work In Foundation, Footings Basis Of Columns Etc. And Mass Concrete. 39 Providing And Laying Cement Concrete 1:2:4 ( 1 Cement : 2 Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) And Curing Complete Excluding Cost Of Form Work In Foundation And Plinth, Including Extra For Laying Reinforced Cement Concrete In Or Under Water And / Or Liquid Mud, Including Cost Of Pumping Or Bailing Out Water And Removing Slush Etc., Complete. 40 Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012, Morth Clause 2500, Of Required Size, Mesh Type 10X12 ( D=100 Mm With Tolerance Of ± 2% ) Zinc Coated, Mesh Wire Diameter 3.0 Mm, Mechanically Edged / Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	07-Mar-2022	Technical Corrigendum	Technical Bid	10-03-2022
2	07-Mar-2022	EXTENTION OF DUE DATES	Date	10-03-2022
3	08-Mar-2022	WITHDRAWN OF EARLIER CORRIGENDUM	Other	10-03-2022

INR 1180 /-

INR 71760.0 /-

INR 71.75 Lakhs /-

Name of Work: -supply of equipments / material , design , erection , testing , commissioning for construction of 33 KV line to 33/11 KV , 1x3.15 MVA Sub – Station (proposed) for SOP to RGGEC Kangra at Nagrota Bagwan in Electrical Section Local – II under Electrical Sub – Division HPSEBL ., Nagrota Bagwan (SEOP-37/2021-22).

Sl. No.	Item Description
1	Work
2	ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3F and Additional 1% (Sag, Jumpering and wastage}
3	Steel Tubular Poles (11 m, Working Load > 227 kg) (with Ruling Span 90 m, 10 No. Run thro" and 3 No. Dead End Structures)
4	Steel Tubular Poles (13 m, Working Load > 343 kg) (with Ruling Span 90 m, 10 No. Run thro" and 3 No. Dead End Structures)
5	Muffs with concerete filling
6	33 KV Isolator without Earth Switch
7	Run Thro" Structures: (Horizontal Formation) on Double Pole Structures (Adopt Ten (10) No. Run-through Structures per Km) -
8	X-Arms: [MS Channel Iron (100x50x6 mm, Length: 3250 mm i/c tolerance 100 mm on either side] x 10 No. Structures
9	Disc insulator String (Suspension) sets: 3 No. Discs in each string: ^^(Porcelain, CT, 12 kV, 90 kN) including dead end clamps etc)x (Single circuit : 3No conductors) x 1 No sides) /Run Throu" structures.
10	Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.
11	X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]
12	Dead End Structures (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)
13	Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.
14	X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]
15	X-Arm (Horizontal) - MS Channel Iron: (100x50x6 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.]
16	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
17	33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double pole structure
18	Stay / Guy Arrangement
19	Stay set complete in all respect (2 No./Run Thro & 4 No. / Dead End)
20	Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set)
21	Earthing
22	HT Earthing set complete
23	Earth wire (GI, 6 SWG) {Includes Single wire length and Additional 1% (Sag and wastage)}@ 150 kg/km
24	Eye Hook for earth wire
25	Earth Reel
26	MS Channel Iron: 75x40x6, Length :3300 mm
27	Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro" structure: 8 No]
28	Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro" structure: 4 No]
29	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm F or more(with flat and spring washers)]
30	Barbed wire
31	Danger Plate (203X200X1.6mm)
32	Red Oxide
33	Aluminium Paint
34	Work
35	Excavation in foundations, trenches etc., in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.
36	Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc.including Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete.
37	Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level Tor Steel.
38	Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for in-situ-reinforced concrete & plain concrete work in foundation, footings basis of columns etc. and mass concrete.
39	Providing and laying cement concrete 1:2:4 (1 cement : 2 Sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete.
40	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.