Shifting of 33KV and 11KV line at Satabanka Nallah in Bhatpur due to road widening work in construction of Bridge.

WPB 160x152(30.44KG/Mtr.)with base plate 300x300x12

WPB 160x152(30.44KG/Mtr.)with base plate 300x300x12(Studd pole)

Back Clamp for stud pole

Straight Channel -100x50x6mm for st.Cross arm 1.75 [email protected]/Mtr(4nos each for one cut point )(5nos CP)(GI)

33KV Pin Insulator Polymer

33KV Disc Insulator (B&S)90KN Polymer

Hard Ware fitting (B&S)90KN,3bolt

Fish plate 50x8mm,3.14Kg/Mtr each 0.280 mtr length

Ht stay set(Complete)

HT stay clamp

7/8 GI stay wire

100mm2 AAA Conductor

PG clamp for 100mm2 AAA conductor

33KV Danger plate

G.I.Barbed wire @3KG per pole

Earthing (Coil type)for support/pole

65WG wire fir earthing

GI Nuts & bolts of Assoted size

G.I.clamp for Danger Board GI flat([email protected]/Mtr_510mm length (0.306Kg/Piece)

G.I.clamp for anti climbing device [email protected]/Mtr)510mm length (0.306Kg/Piece)

Sundries (Zebra Painting,pole numbering,Binding wire etc)

M+6 Tower fpr 33KV line Heightening

GI nuts & bolts and washers of different sizes

Supply of Anti climbing device

Back clamp for Barbed wire anticlimbing device 25x3mm flat length of 0.510 Mtrt

Danger plate-1No

Back clamp for danger plate 25x3mm flat lengthof 0.510mtr ength 1 no

Supply of GI earth plate for earth plate for earthing 25x6mm

Supply of phase plates

Supply of GI earthing po[e 40mm dia

100x50x5mm GI channel for gaurding arrangements

No10 GI wire cross lacing(0.08Kg/Mtr)

No.8 GI wire (Dia 4.6mm)0.131Kg/Mtr)

Concrete of Stay & stud with CC 1:3:6 by using 40 mm HBG metal =(0.45x0.45x 1.5)rntr •0.3037Cum

Cement Concrete for support with CC 1:16 by using 40 mm HbG metal =(0.45x0.45x 1.5)rntr •0.3037Cum

Couping of Pole

Survey of incremental /deta network and charges of 33KV networV and updation in GESW databas

Earth work in excavation in all kinds of soil by mechanical means (Hydraubc excavator) / manual means including removing vegetation, dressing Of Sides and ramming of bottoms including dewatering (both forwb-soi' watera rain water) wherever required means of suitable capacity of pump pope tine, during excavation,concreting also keeping the earth dry till the construction ove rinciuding beackfiiling with available earth etc.

Earth work in excavator; in all kind', of soil by mechanical means (Hydraulk excavator) / manual means including removing vegetation, dressing of sides and ramrrung of bottoms including dewatering (both forsub-sotl water& rain water) wherever required byrneans of suitable capacity of pump poe fines during also keeping the earth dry till the constructor. is over including backfilling with avadable earth etc complete and of excavated Earth to the desOnated place by Local Statutory Body as per direction of Engineer-in-chargea nd lift From 1.51m to 3.0M,dzpoced Earth to belevetied and neatly dressed. disposa ' lead upto 100 meter.

Exacavation above

Providing and laying or 300 mm thick dry rubble soiling approved quality stones inciuffng fitlirg gaps with small chips ramming wrth hand rammer etc. complete

Providing and lanng in position cement concreteof grade M-10 inciuding the cost of centring and9 shuttertng • Evel : (ICement : coarsesand (Zone - "i) : 6 graded stone aggregate 20

Foundation and Plinth

Providing and placing of cotrrect line and level

Providing ail the materials including binding wires,cleaning, bending, cutting, hoisting, placing inposition. lapping and binding with 16 SWG annealed soft iron wire or tack welding reinforcement steel for atltypes of RCC /Precast work irrespective of locations & 12 levels all as per drawings including steel scaffolding, handling and transporting from sitestores, complete as directed by using High yield strengthdeformed bars conforming to IS 1786 - HYSO Bars

Materials for Massionary work for Earth Pit.Charcoal, Salt etc including construction of 13 earthing chamber (Size: 2"x2") and RCC slab

Dismantling of Steel Structure ( Angle/ Channel/ Flat) and Nuts and Bolt including loading, transportation, unloading and staking of 14dismantled material at a proper place in safeposition/BA site store

Dismantling of 11/13 Mtr. Joist/WPB Pole- 150XISO mm/ 160X160 mm (Serviceable pole) after digging the pit and taking out the pole, transportation and stacking the pole at a proper place

11Mtr long 160x152 WPB pole

WPB 160x152(30.44KG/Mtr.)with base plate 300x300x12

33KV F clamp

33KV V cross arm(22Kg)(GI)

GI Back clamp for V cross arm(33KV)(1.7Kg each)

9Mtr 300Kg Long PSC pole

11KV F clamp 2.9Kg each

11KV V cross arm(10.2Kg eaach)

G.I.Back clampfor V cross arm(11KV)0.85 each

Disc Insulator(T&C)45KN Polymer

Hard ware(T&C)45KN

11KV Pin Insulator Polymer

100x50x6mm GI channel for straight cross arm 1.2 mtr & 0.3Mtr (9.2Kg/mtr)

HT stay set complete

7/10 SWG GI stay wire,Grade-2

HT stay clamp(1.9Kg/Pair)

Earthing coil

6SWG GI wire for earthing

55mm sq AAA conductor

PG clamp for 55mm2 AAA conductor

GI Nuts & bolts of Assorted size

GI Barbed wire(Anti climbing device @3Kg per support)

Back clamp for anticlimbing device 25x3mm flat,0.59Kg/Mtr flat of 0.51mtr length 4nos=(4.059x0.510)

Danger board

Back clamp for anticlimbing device 25x3mm flat,0.59Kg/Mtr flat of 0.51mtr length 1nos=(4.059x0.510)

75x40x6mm MS challan,Guarding-1s1.8m*4nos

No.6 GI wire (Dia 4.8mm)for 11KV line Guarding @40Kg

G.I.pipe earthing 40mm dia medium guage 3mtr long

No.6 GI wire for earthing

Sundries(pole Numbering,Zebra Painting,Binding wire etc)

Stay concretting in ratio 1:2:4(0.5x0.5x0.8)mtr

Concreting of poles in ratio 1:1:5:3(500xmmx500mmx1800mm)=0.44cu.mtr(for 11Mtr WPB pole)

Concreting of poles in ratio 1:1:5:3(500xmmx500mmx1800mm)=0.62cu.mtr(for 13Mtr WPB pole)

Concreting of poles in ratio 1:1:5:3(500xmmx500mmx1800mm)=0.308cu.mtr(for 9Mtr PSC pole)

Couping of poles in ratio 1:1:5:3(500x500x475)(WPB pole)

Material for earthing including masonary work for earth pit,and cement plate cover including salt,charcoal etc.

Dismentiling of 11/13Mtr joist/WPB pole-150x150mm/160x160mm(Serviceable pole)after digging the pit and traking out the pole,transportation and stacking the pole at a proper place ln safe position within 10Km/site store and refilling the pit with loose earth and rammikng including removal and disposal of malba at proper location as per instruction of EIC.

Dismentling of ACSR/AAAC 80/100mm2 from overhead line ,recoling ,loading,transportation,unloading and staking at a proper place in safe position/site store.