Estimate for shifting of 400 KVA DTR and 11 KV HT Line and Prov. 3 Phase LT Line of LWSS GP Nauhali at Bahali in (E) Section Tikkar under ESD, No II, HPSEBL, Joginder Nagar.

Dismantalling & Erection Part (Erection/Labour Part) for shifting of 400 KVA DTR: - Dismantalling of 400KVA DTR from old plinth to Ground complete mannual as well as mechanical mode in all respect & dismantalling of CT-PT combined unit , Jumper, Cable, LT Box, HT Meter, Earthing, GO Switch and DO Fuse etc. complete in all respect as directed by Engineer-In-Charge(30% of Erection Charges)

Erection of 400KVA DTR from Ground to newly erected Plinth mannual as well as mechanical mode & erection of CT-PT combined unit , Cable, Jumpers HT, HT Meter, Tri Vector meter, LT Pannel Box etc. complete in all reapect as directed by Engineer In Charge.

Loading and Un-loading of 400 KVA DTR with hydya (Total distance to be travelled by Hydra from destination to site of work & back=90Km with Loading & un-loading point)

(Erection/Labour Part) HT line dismantalling & Erection:- Dismantling Charges for 1 KM of 11 KV Line of AAAC 7/3.81(80 mm²), de-stringing & removel of conductor from insulator etc.

Dismantling Charges for 1 KM of GI wire, de-stringing & removel of GI wire from insulator etc.

Erection of Steel Tubular Pole 9 Mtrs.Long.(Single Str.) :- Digging of pit, Drilling of Holes in Poles, Fixing of Clamp, etc, Erection of Pole, Filling of pit ramming and painting of pole. Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site

Erection of Stay Set (H.T):- Digging of pit , Fixing of Stay Rod, Filling of pit and Nozzling and tighting Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site

Erection of Earthing (H.T):- Digging of pit , Fixing of G.I. wire to the Earth System , and Filling of pit Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site

Re-Sagging & Binding with Insulator of AAAC 7/3.81(80 mm²) Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Re-Sagging & Binding with Insulator GI wire Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

(Erection/Labour Part) LT line Erection of Steel Tubular Pole L.T.:- Digging of Pit , Drilling of holes in Pole X-Arm , Erection of Pole , Erection of X-Arm , Shackle Insulator,Painting of Pole and Filling of Pit and Ramming Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Erection of L.T.Stay Set.:- Digging of Pit , Fixing of Stay road ,Nozzeling & tightening Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Sagging of Conductor (100 mm²) for 3 phase L.T.Line:- Laying of Conductor , Stringing and Sagging and Binding with Insulator Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Sagging of G.I.Wire (8 SWG):- Laying of G.I.Wire,Stringing and Sagging and Binding with Insulator Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Erection of Earthing Set.: - Digging of Pit , Fixing of GI wire to earth system & filling of pit Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

"Materials Part HT":- Providing RCC Muff 2000mm suitable for 9 Mtr long ST Pole of superior Quality as staisfication of Engineer-in-Charge i/c all type of lead,lifts and other incidentals for stay set as required

Prov.Stay Set Complete of superior Quality as staisfication of Engineer-in-Charge i/c all type of lead,lifts and other incidentals for stay set as required

Providing Stay 7/4.0 SWG wire of superior Quality as staisfication of Engineer-in-Charge i/c all type of lead,lifts and other incidentals for stay set as required

Prov. Full clamps ( M.S Flat 50x6 mm) Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Providing Nuts & Bolts of various Sizes(Galvanised/Coated) Preferably 16 mm dia or more (With flat and Spring Washer)

Providing alluminium Paint of superior quality including all type of carrige with in all type of lead, lift and other incidentals situation complete in all respect for painting of Steel Tubular Pole 8 Mtrs Long

Dead End Structures:- Prov.Belt Set-M.S Angle Iron: 50x50x6,Length (1800 mm 2 No) for X-bracing

Prov.X-Bracing Set-M.S Angle Iron: 50x50x6, Length (2125 mmx2 No)

Prov. X-Arm (Horizental)- M.S Channel Iron: 100x65x6, Length (2340) mm x2 No)

Prov.Disc.Insulator Sets on Dead End Structure (Comprising 1 No Disc.(Porcelain,BS, 12 KV,90 KN) including Dead End Clamp etc) x (3 No.Conductors) x ( 2 No.Sides)

"Materials Part DTR":- LT Distribution Panel box with ACB (630A, 50 kA, 4P, 1 No, SFU 300 A ,3 nos, rewireable)

HT pipe earthing set complete with GI wire

"Materials Part LT Line" Supply Part LT :- Providing RCC Pipe (Muff) ISI marked suitable for different size of Steel Poles 2000 mm in length and 25 mm thick with 250 mm internal dia

Providing D - Shackle Assembly,D-Iron Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Providing Earth Knob conforming to the latest version of IS:9511-1980.) including all types of lead lift and other incidental Etc.

Providing L.T. Stay set Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Providing Stay 7/3.15 SWG wire of superior Quality as staisfication of Engineer-in-Charge i/c all type of lead,lifts and other incidentals for stay set as required

Providing G.I.Wire 8 SWG of superior Quality as staisfication of Engineer-in-Charge i/c all type of lead,lifts and other incidentals for continuous earth and guarding as required

Prov. Full clamp for L.T.Stay Set Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Prov. Earthing set suitable for L.T.Line Complete in all respects as directed by Engineer-In-Charge including all types of lead lift and other incidental Etc.

Providing Nuts & Bolts of various Sizes(Galvanised/Coated) Preferably 16 mm dia or more (With flat and Spring Washer)

Providing alluminium Paint of superior quality including all type of carrige with in all type of lead, lift and other incidentals situation complete in all respect for painting of Steel Tubular Pole 8 Mtrs Long

Civil Part :- C/O RCC Foundation for 400KVA Transformer:- 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.

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 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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)

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.

Chain Link Fencing for 400KVA Transformers:- 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.

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 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement: 2 coarse sand) : 3 graded stone aggregate 20 mm nominal size)

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

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

Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

Supplying, filling, spreading & leveling gravels of approved size in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.

Centering and shuttering including strutting, propping etc. and removal of form for:Retaining walls, return walls, walls (anythickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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. 75 mm diameter

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