CEON-SI-06/2021-22

Amount

Transformers

Power transformer (3.15MVA, 33/11KV) To be provided by HPSEBL

S/stn Transformer (100KVA, 33/0.4KV) to be provided by HPSEBL

33KV Switchgear & Allied equipment

33KV control and relay panel (with numeric differentail relay) to be provided by HPSEBL

33KV control and relay panel (33KV incomer bus) (numeric relay) to be provided by HPSEBL

33KV VCB (36KV, 1250A, 25KA, outdoor type) to be provided by HPSEBL

33KVA isolator (800A, 25KA, with Earth switch

33KVA isolator (800A, 25KA, without Earth switch

33KV LA/Surge arester (30KV, 10KA, station class)

current Transformer (33KV 1-ph multi ratio multi core outdoor) 400-200/1-1-1A

current Transformer (33KV 1-ph multi ratio multi core outdoor) 200-100/1-1-1A

33KV potentail Transformer (33KV/110V, 1-ph multi core outdoor

33KV dropout fuse unit (33KV Expulsion)

11KV switchgear and allied equipment : 1 no. Incomer Bus

11KV incomer bus control and relay panel with VCB (12KV, 1250A, 25KA)

11KV incomer bus potential Transformer (11KV/110V 3-ph indoor)

11KV LA/Surge arester (9KV,10KA station class outdoor)

11KV cable (11KV, 400mm2, XLPE 3 core armered)

11KV cable termination kit (400mm2 outdoor)

11KV cable termination kit (400mm2 indoor)

11KV Swithgear & Allied Equipment (4 no outgoing feeders)

11KV outgoing feeder control and relay panel with VCB (12KV, 1250A, 25KA) including CT

11KV isolator (12KV,25KA with Earth switch outdoor)

11KV LA/Surge arester (9KV, station class outdoor)

11KV cable (11KV, 185mm2, XLPE 3 core armered) 50m+50m(Spare) for each O/G feeder

11KV cable termination kit (185mm2 outdoor)

11KV cable termination kit (185mm2 indoor)

LT cable (1.1KV, 3.5 core, 70mm2 from station T/fmr

Capacitor bank

Capacitor bank (3-ph 50Hz, 1200KVAr)

Auotomatic capacitor switch (12KV, 1250A, 25KA)

Genral Equiment

Battery bank with Battery charger (15 no. X 2V cell, lead acid 30V 100Ah)

Distribution panel (30V, DC)

Distribution panel (415V, AC)

33 kV Superstrucure and bus bar

i) R.S. Joists, size 12800x250x125 mm 15 supports i.e. (15x12.8x37.3) i/c foundation of RS Joist

(ii) R.S.Joists, size 4200x250x125 mm supports for Power Transformer's LA, Station Transformer LA, I/C, Power Transformer's CTs (10x4.2)m =42m

iii) Foundation of R.S. Joist supports

Excavation in Foundation trenches etc in earth work Pick work. Pick/Jumper work 50%

P/L C.C 1:3:6 (1 cement : 3 sand :6 agraded stone agg. 40mm nominal size) in foundation and plinth.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for mass concrete

Providing and laying reinforced cement concrete 1:1.5:3 (1 cement : 1.5 sand :3 graded stone agg. 20mm nominal size.

P/L Tor Steel/Mild steel reinforcement for RCC work the cutting bending, binding and placing complete. Qty same as Item no.3

Steel work welded in built up section /framed work, including cutting, hosting, fixing in position and applying a primingb coat of approved steel primer using structural steel etc.as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Rs joist (250x125)[email protected]/mtr

(iv) Foundation of CT, PT & LA

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 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form

Foundations, footings, bases of columns, etc. for mass concrete

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 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.

M.S. channel iron 125x65 mm, X-arm @13.1 kg/m at 5% wastage for Bus-bar,Isolators,CT, LA's transformer etc. (a) 22.25 Mtr long =8 No. (b) 7.125 Mtr long =20 No. ( c) 4.50 Mtr long= 8 No (d) 0.750 Mtr long =40 No. Total = 22.25x8+7.125x20+4.50x8+0.75x40= 386.50 m i.e. 387 Mtr

M.S. angle iron 65x65 X-arm @ 5.8 kg/m & 5% wastage for body supports belt of Station transformer

Nuts & Bolts with Washers off sizes

33 kV Bus Bar

3 Disc insulators Tension String complete with fitting

ACSR conductor 200 mm² at 10 % wastage 8x4.5+1x3.5)x3x1.1=130.35 say 130 m For jumpers at 2 m average 25 sets I.e. 2x3x25x1.1=165 m Total 130+165=295 m 25 sets I.e. 2x3x25x1.1=165 m

Tee connections

PG clamps

Shingles for S/Stn Yard

11kv Superstructure and Bus Bar for Four No Feeder

Steel tubular pole 11 m long for 1 No. out going Feede

RCC muffs & concreting thereof for 1 No. out going Feeder

4.2 m long M.S. channel iron 100X50X6 mm 9.56 kg/m Cross arms for Sub-Station With 1 No. out going Feeder (11Kv)

5.5 m long M.S. channel iron 100X50X6 mm 9.56 kg/m Cross arms for Sub-Station With 1 No. out going Feeder (33kV)

M.S. angle iron 50X50X6 mm 4.5 kg/m Cross arms for Sub?Station With 1 No. out going Feede

M.S. angle iron 50X50X6 mm 4.5 kg/m Cross arms for Sub?Station With 1 No. out going Feeder [ 5.5x3+5.33x2] (33kV)

M.S. Half clamps

Full Clamp

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

ACSR 100 mm² conductor for Jumpers [approx. 4 mtr/ phase]

Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors)

Discs insulator sets (comprising 3 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors)

Clamps for 1 Nos. out going Feeder

11 kV Isolator

Earthing of 33kv Sub-Station Equipment

Cost of Material for Earth Mat laying

M.S. flat 50x6 mm for ground mat including 5% wastage & weighing 2.4 kg/m (31x15+9x5)x1.05=535.5 m or 1285.2 kg say 1.285 MT

Earthing pipe electrode

20 mm round, 3 Mtr Long & weighing 2.47 kg/m 10 No. Electrode 10x3x2.47 =74.1 kg, say 74 kg

Earthing of 33 kV yard & equipment & 22 kV or 11kV panels M.S. flat 50x6 mm,wt. 2.4 kg/m At 5% wastage:-(a) Transformer Earthing at 3 points (body & neutral) at 10 Mtr each (b) For 2 No. LA's at 4.2 Mtr each 4.2x2x1.05=8.82 Mtr(c) For 15 nos. 33 kV super structure at 11.50 Mtr each (d) For 12 Nos. VCB & CT body earthing at 10 m Each (12x10)x1.05 Total (a+b+c+d) =339.57 m i.e. 340 Mtr, 816 kg =0.816 MT = 126 Mtr 15x11.50x1.05 =173.25 Mtr i.e. 173 Mtr (3x10)x1.05=31.5 Mtr

GI wire no. 6 SWG for screening etc

Eye block for screening

Turnbuckle for Screening

Yard lighting

9 m, Steel Tubular poles for yard lighting

18 W LED Lamp complete with fittings

Post Erection for gate

Clamps for GI pipe bracket

Underground cable 16 mm² for yard lighting

PVC cable size 6 mm² for connecting LED lamp supply

Junction box i/c MCCB and other allied

Emergency Lighting

Control and LT power cables

2x2.5 mm² control cable

4x2.5 mm² control cable

12x2.5 mm² control cable

3.5 core 95 mm² aluminium cable suitable for 415 V, AC

33 kV Line

ACSR 6/1/4.72 To be provided by HPSEBL

Steel Tubular Pole 11 Mtr Long With Pole cap (Work in Load=300KG)

Muffs

Run Through' Structures: (Horizontal Formation) on Double Pole Structures (Adopt Eight (10) No. Run-through Structures per Km) -

X-Arm: [MS Channel Iron(100x50x6 mm), Length: 3050 mm] / 32 No. Structure

Disc insulator String (Suspension) sets: 3 No. Discs in each string: ^^(Porcelain, CT, 12 kV, 90 kN) including Suspension Clamps etc.) x (Single Circuit: 3 No. conductors) / Run Through structure

Belt Set - MS Angle Iron: 65x65x5, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x6, Length [2700 mm x 2 No.]

Dead End Structures (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 65x65x6, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x5, Length [2700 mm x 2 No.]

X-Arm: - MS Channel Iron: 125X65x6, Length [2x3050mm / Dead Structure]

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

33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double pole structure

Stay / Guy Arrangement

Stay set complete in all respect (4 No. / DP Structure)

Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Earth wire (GI, 6 SWG) {Includes 2 wire lengths and Additional 1% (Sag and wastage)}@ 150 kg/km

Eye Hook for earth wire

Earth Reel

MS Angle Iron: 50x50x6, Length [3300 mm

Half clamps: [On Double Pole structure]

Full clamps: [On Double Pole structure]

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Barbed wire

Danger Plate (203X200X1.6mm)

Aluminium Paint

11 kV HT line Darini

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage} to be provided by HPSEBL

Run Thro' Structures (∆ Formation): Steel Tubular Poles (9 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 5 No. Run thro' and 3 No. Double Pole Dead End Structures)

Muffs with concerete filling

Cross Arm: [Channel Iron (100x50x6 mm), Length (1070) mm x 7 structure

Angle Iron (50x50x6 mm), Length (2x750) mm x 2 structures

Pole Top Bracket

11 kV Pin Insulators (Porcelain, 12 kV, 10 KN): 3 No per pole structure

Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 50x50x6, Length [1500 mm x 5 No.]

X-Bracing Set - MS Angle Iron: 50x50x6, Length [2125 mm x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [(2140)mm x 5 No.]

Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)

11 kV Pin Insulators (Porcelain, 12 kV, 10 kN): 3 No per double pole structure

HT Stay / Guy Arrangement

Stay set complete in all respect (1No. / Single Pole , 4 No. / Double Pole Structures)

Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Single Continous Earth wire (GI, 8 SWG) {alongwith 1 wire lengths for avg. one road crossing @ 20 m and Additional 1% (Sag and wastage)} @ 0.102 kg/m

Cross Lacings (GI, 8 SWG) [ 2.2 m x 9 Nos @ 2 m spacing] {0.102 kg/m}

Eye Hook for earth wire

Earth Wire Clamp

MS Angle Iron: 50x50x6, Length : 2210 mm for Road crossing

Danger Plate (250X200X1.6 mm)

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Barbed Wire

Aluminium Paint

GO Switch

11 kV Salli line

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage} to be provided by HPSEBL

Run Thro' Structures (∆ Formation): Steel Tubular Poles (9 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 9 No. Run thro' and 8 No. Double Pole Dead End Structures)

Muffs with concerete filling

Cross Arm: [Channel Iron (100x50x6 mm), Length (1070) mm x 9 structure

Angle Iron (50x50x6 mm), Length (2x750) mm x 9 structures

Pole Top Bracket

11 kV Pin Insulators (Porcelain, 12 kV, 10 KN): 3 No per pole structure

Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 50x50x6, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x6, Length [2125 mm x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [(2140)mm x 2 No.]

Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)

11 kV Pin Insulators (Porcelain, 12 kV, 10 kN): 3 No per double pole structure

HT Stay / Guy Arrangement

Stay set complete in all respect (1No. / Single Pole , 4 No. / Double Pole Structures)

Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Single Continous Earth wire (GI, 8 SWG) {alongwith 1 wire lengths for avg. one road crossing @ 20 m and Additional 1% (Sag and wastage)} @ 0.102 kg/m

Cross Lacings (GI, 8 SWG) [ 2.2 m x 9 Nos @ 2 m spacing] {0.102 kg/m}

Eye Hook for earth wire

Earth Wire Clamp

MS Angle Iron: 50x50x6, Length : 2210 mm for Road crossing

Danger Plate (250X200X1.6 mm)

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Barbed Wire

Aluminium Paint

Go Switch

11 kV Dulli ht line

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage} to be provided by HPSEBL

Run Thro' Structures (∆ Formation): Steel Tubular Poles (9 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 9 No. Run thro' and 8 No. Double Pole Dead End Structures)

Muffs with concerete filling

Cross Arm: [Channel Iron (100x50x6 mm), Length (1070) mm x 9 structure

Angle Iron (50x50x6 mm), Length (2x750) mm x 9 structures

Pole Top Bracket

11 kV Pin Insulators (Porcelain, 12 kV, 10 KN): 3 No per pole structure

Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 50x50x6, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x6, Length [2125 mm x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [(2140)mm x 2 No.]

Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)

11 kV Pin Insulators (Porcelain, 12 kV, 10 kN): 3 No per double pole structure

HT Stay / Guy Arrangement

Stay set complete in all respect (1No. / Single Pole , 4 No. / Double Pole Structures)

Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Single Continous Earth wire (GI, 8 SWG) {alongwith 1 wire lengths for avg. one road crossing @ 20 m and Additional 1% (Sag and wastage)} @ 0.102 kg/m

Cross Lacings (GI, 8 SWG) [ 2.2 m x 9 Nos @ 2 m spacing] {0.102 kg/m}

Eye Hook for earth wire

Earth Wire Clamp

MS Angle Iron: 50x50x6, Length : 2210 mm for Road crossing

Danger Plate (250X200X1.6 mm)

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Barbed Wire

Aluminium Paint

Go Switch

11 kV Boh feeder

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage} to be provided by HPSEBL

Run Thro' Structures (∆ Formation): Steel Tubular Poles (9 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 12 No. Run thro' and 8 No. Double Pole Dead End Structures)

Muffs with concerete filling

Cross Arm: [Channel Iron (100x50x6 mm), Length (1070) mm x 12 structure

Angle Iron (50x50x6 mm), Length (2x750) mm x 12 structures

Pole Top Bracket

11 kV Pin Insulators (Porcelain, 12 kV, 10 KN): 3 No per pole structure

Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 50x50x6, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x6, Length [2125 mm x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [(2140)mm x 2 No.]

Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)

11 kV Pin Insulators (Porcelain, 12 kV, 10 kN): 3 No per double pole structure

HT Stay / Guy Arrangement

Stay set complete in all respect (1No. / Single Pole , 4 No. / Double Pole Structures)

Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Single Continous Earth wire (GI, 8 SWG) {alongwith 1 wire lengths for avg. one road crossing @ 20 m and Additional 1% (Sag and wastage)} @ 0.102 kg/m

Cross Lacings (GI, 8 SWG) [ 2.2 m x 9 Nos @ 2 m spacing] {0.102 kg/m}

Eye Hook for earth wire

Earth Wire Clamp

MS Angle Iron: 50x50x6, Length : 2210 mm for Road crossing

Danger Plate (250X200X1.6 mm)

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Barbed Wire

Aluminium Paint

Go Switch

Site Development

Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:-

(i) Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation and then returning the soil in 15 cm layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 m (PJW 50% each)

Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish In vertical surfaces

Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification.

Stone filling behind retaining walls :

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete. 100mm dia pipes.

Approach Road

(i) Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation and then returning the soil in 15 cm layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 m (PJW 50% each)

Boulder filling dry hand packed tightly as in wire crate apron bund (Wire Crates to be measured and paid for separately)

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand :8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc.

Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excludingcost of form work in:Foundation and plinth

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

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars,ladders,railling,brackets and similar works.

Outer drainage size 0.30mx0.30m

Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand :8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc.

Brick work using common burnt clay building bricks in foundation and plinth in :-Cement Mortar 1:6 (1 Cement : 6 Sand) First Class Bricks

Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excludingcost of form work in:Foundation and plinth

20mm Cement plaster in two coats,backing coat 15mm and finishing coat 5mm thick on rough side of brick/stone masonry walls for interior plastering upto floor two level ncluding arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar1:4 (1cement:4 sand).

Panel fencing

Providing and Fixing panel of 40mm dia of size 1.70x1.30m Total length= 190.00mtrs 190/(1.70x1.30) = 86 Nos. Panel

Brick work using common burnt clay building bricks in foundation and plinth in :-Cement Mortar 1:6 (1 Cement : 6 Sand) First Class Bricks

Extra for brick work in : Super-structure above plinth level upto floor two level (First Class Bricks).

Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excludingcost of form work in:Foundation and plinth

Providing and laying upto floor two level cement concrete 1:2:4 (1 cement : 2 Sand : 4 graded stone aggregate 20mm nominal size) and curing complete including form work in : String courses coping bed plates, anchor blocks plain window sills and the like

Pointing on brick work with cement mortar 1:4(1 cement:4 sand). Ruled pointing

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.

Painting two coats (excluding priming coat)on new steel and other metal surfaces with readymixed paint acid resisting brushing to give an even shade including cleaning of all dirt,dust and other foreign matter.

Cable Trench

Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth:

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, shuutering,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 insitu-reinforced concrete & plain concrete work in: Foundation, footings basis of columns etc. and mass concrete.

Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. Foundation and plinth :

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 :

20mm Cement plaster in two coats,backing coat 15mm and finishing coat 5mm thick on rough side of brick/stone masonry walls for interior plastering upto floor two level ncluding arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar1:4 (1cement:4 sand).

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint.In beams joists hannels ,angles , tee ,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.

Providing chequered plate 6mm thick covers including cutting,hoisting & placing in position including priming coat & painting & making holes complete.

Transformer Plinth

Excavation in foundation, trenches etc. in earth work lift up to 1.5m stacking the exacavated soil not more than 3m clear from the edge of exacavtion and returning the stacked soil in 15cm layer, when required into plinth sides of foundation etc. consolidated is deposited layer by ramming and watering and then disposing of all surplus earth within 20m lead as directed by engineer incharge.

P/L cement concrete work 1:3:6 (1cement, 3 sand, 6 graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork in foundation and plinth in breast and retaining walls etc.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centering, shuttering,etc. with wooden battens not exceeding 4 mtr. Height and removal of the same for insitu reinforced concrete work in Vertical Surfaces

P/L cement concrete work 1:1.5:3 (1cement, 1.5sand, 3graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork and reinforcement

P/L mild steel/ Tor steel reinforcement for R.C.C work including bending, binding and placing in position complete upto two level

Steel work welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead:

Circuit Breaker Plinth

Excavation in foundation, trenches etc. in earth work lift up to 1.5m stacking the exacavated soil not more than 3m clear from the edge of exacavtion and returning the stacked soil in 15cm layer, when required into plinth sides of foundation etc. consolidated is deposited layer by ramming and watering and then disposing of all surplus earth within 20m lead as directed by engineer incharge.

P/L cement concrete work 1:3:6 (1cement, 3 sand, 6 graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork in foundation and plinth in breast and retaining walls etc.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centering, shuttering,etc. with wooden battens not exceeding 4 mtr. Height and removal of the same for insitu reinforced concrete work in Vertical Surfaces

P/L cement concrete work 1:1.5:3 (1cement, 1.5sand, 3graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork and reinforcement

P/L mild steel/ Tor steel reinforcement for R.C.C work including bending, binding and placing in position complete upto two level

Oil Sump

Excavation in foundation, trenches etc. in earth work lift up to 1.5m stacking the exacavated soil not more than 3m clear from the edge of exacavtion and returning the stacked soil in 15cm layer, when required into plinth sides of foundation etc. consolidated is deposited layer by ramming and watering and then disposing of all surplus earth within 20m lead as directed by engineer incharge.

P/L cement concrete work 1:3:6 (1cement, 3 sand, 6 graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork in foundation and plinth in breast and retaining walls etc.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centering, shuttering,etc. with wooden battens not exceeding 4 mtr. Height and removal of the same for insitu reinforced concrete work in Vertical Surfaces

P/L cement concrete work 1:1.5:3 (1cement, 1.5sand, 3graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork and reinforcement

P/L mild steel/ Tor steel reinforcement for R.C.C work including bending, binding and placing in position complete upto two level

P/F on wall face PVC (D- Plast) rain water pipes of working pressure not les than 4.5kg/m2 i/c filling the joint with approved adhesive complete (150mm dia)

Main Gate

Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth:

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in: Foundation footings bases of columns and the like and mass concrete.

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 :

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, shuutering,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 insitu-reinforced concrete & plain concrete work in:Columns, pillars, posts and struts Square, rectangular or polygonal in plan.

Providing and fixing Main Gate size 4.00X1.50m and Small Gate 1.20X1.50m

Providing and fixing PVC pipe 25mm dia for lighting 8 no.

Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete. With ready mixed priming paint brushing red lead,Red-oxide/zinc oxide chrome.

Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter :--With readymixed paint other than white

Shingle laying

Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

Providing and laying grit 38mm nominal size in 33/11 KV switchyard complete in all respect as per direction of Engineer-In-Charge.

Yard fencing

M.S. angle iron 65x65x6mm, 3m long supports 0.6m bent outwards at top & to contain 3 strands of barbed wire 0.4m Sagge and concreted in ground and 2 m Vertical supports required at every 2 m for 127 m Periphery for gauge fencing of switchyard 64 nos.

Expended metal at 10% wastage 1.1x127x2=279.4 (say 280sqm.)

G.I. wire no. 6 SWG 6 strand all along the periphery to hold the metal 10% wastage i.e. 1.1x127x6=833,2 m @ 0.150 kg/m -125.73 kg or 0.126 MT

Angle iron stays with eye hooks etc. for 20% of supports

Cement etc. for concreting of supports & angle iron stays

Barbed wire 3 strands of 127 m at 10% wastage 1.1x3x127=84 kg

Control Room Building

Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation and then returning the soil in 15 cm layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 m (PJW 50% each) 07040200 & 07040300

Providing and laying cement concrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mm nominal size) nd curing complete excluding cost of centring and shuttering in: Foundation and plinth: 09160100

Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth: 09130100

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth: 09132010A

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in foundation, footings, bases of columns and the like and mass concrete. 9520000

(a) Foundation, footings, bases of columns and the like and mass concrete. 9520100

(b) (i) Suspended floor roofs, landing and shelves and their support, balconies, beams, girders, bressumers & cantilever upto floor two level (Ground Floor) 9520200

(c) (i) Stair cases (except spiral stair cases ) excluding landing but including preparing of the surface and finishing of nosing upto floor level. 9520300

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in 9320000

Columns, pillars posts and struts upto floor two level. 09310400

Providing and laying cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) reinforced concrete chajjas not exceeding 10cm. thickness upto floor two level including finishing the exposed surfaces with cement mortar 1:3 (1cement : 3 Sand) to give a smooth and even surface centring/form work and curing complete excluding the cost of reinforcement. 093400000

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 : 09410200

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, shuutering,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 insitu-reinforced concrete & plain concrete work in:

Foundation, footings basis of columns etc. and mass concrete. 0805010000

Flat surfaces such as soffits of suspended floors, roofs, landings and the like. 0805020100

Columns, pillars, posts and struts 0805040100

Stair cases with sloping or stepped soffits excluding landing. 0805050000

Beams, cantilever, girders and lintels.Sides and soffits of beams,beam haunchings, cantilevers,bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor. 0805060100

Edges of slabs and breaks in floors and walls:Under 20 cm. wide.

Brick work using common burnt clay building bricks in foundation and plinth in :-Cement Mortar 1:5 (1 cement : 5 sand) First Class Bricks Super-structure above plinth level upto floor two level (First Class Bricks). (10010801 + 10020101)

Half brick masonry in common burnt clay building bricks in :-Cement Mortar 1:4 (1 cement : 4 sand) First Class Bricks 10040301

Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle,aluminium, snap beading for glazinge/panelling C.P. brass/stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge.

For doors windows and ventilatiors and glazed partitions frames. 1217601000

For shutters of doors windows & ventilators including providing and fixing hinges/pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required (fittings and glazing/panelling shall be paid for separately) 1217602000

Providing and fixing glazing in aluminium door, window,ventilator shutters and partition etc with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.) Glazing with glass panes of 5.50mm thickness (weight not less than 13.75 kg/ sqm. 1217603020

Providing and fixing 4mm thick bekalite sheet for panelling in doors and window complete (Market Rate)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture (conforming to IS 6315) for aluminium door including cost of cutting floor as required embedding in floors and cover plates etc. complete as per the direction of Engineer-In-Charge I/c making good the floors. 1217604000

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete. 250x16mm 1210402000

Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete. 200x10mm 1210503000

Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with ecessary screws etc. complete. 125mm 1210601000

Providing and fixing bright finished hard drawn hooks and eyes. 150 mm 1212200000

Providing and fixing 100 mm bright finished brass floor door stopper with rubber cushion screws etc to suite shutter thickness complete. 1212100000

6mm Cement plaster to ceiling In Cement mortar 1:3(1Cement:3 Sand) 17044010

20mm Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:5 17049030

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. 07070000

Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately) 1131010000

Kota stone slab flooring 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete. 40mm thick 13540300

Providing and laying 20mm. thick acid proof tiles of size upto 300 x 300mm. of specified shade in floors, treads of steps and landing laid on a bed of 12mm. thick cement mortar 1:3(1 cement: 3 sand) jointing with cement slurry mixed with pigment to match the shade of tiles. 13610000

Providing and laying spartic ceremic tiles 5.5mm.thick in flooring (300 x300mm. size)treads of steps laid on a bed of 12mm. thick cement mortar 1:3(1cement: 3 sand) finished with flush pointing in white cement. 13600000

White glazed tiles 6 mm thick in skirting risers of steps and dado 12 mm thick cement mortar 1:3 (1 cement :3 sand) and jointed with cement slurry. 13230000

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop,all as per standard design complete. 1520000000

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete 100 mm dia pipe. 14590200

Providing and fixing on wall face PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete PVC plain bend 100 mm dia 14600100

Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground. 19040000

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size) 19020000

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1Cement : 2 Sand : 4 Gradedstone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design.19060000

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture of and of required shade of undecorated wall surfaces to give an even shade over and including a priming coat with Akali-resistance primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth. 17171000

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials. 17176000

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface. 17181000

Septic tank

(i) Excavation in foundation, trenches etc. in earth work, lift upto 1.50 meter stacking the excavated soil not more than 3 m. clear from the edge of excavation and then returning the soil in 15 cm layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 m (PJW 50% each)

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and Plinth: 0912010A

Brick work using common burnt clay building bricks in Cement mortar 1 : 6 ( 1 cement : 6 Sand ), First Class Bricks

Half brick masonry in common burnt clay building bricks in Cement mortar 1 : 4 ( 1 cement : 4 Sand ), (First Class Bricks)

Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. Foundation and plinth : 0918010A

Providing and laying cement concrete work 1:1.5:3 (1 cement : 1.5 sand :3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level : 09320200

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

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering ,shuttering, strutting and propping etc with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ- reinforced concrete and plain concrete work in Floors etc. upto 200mm in thickness

Aggregate at quarry site. Water borne stone/brick aggregate (one size) 75mm Nominal size 020102010000

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

15mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:4 (1Cement:4 Sand). 17047000

Providing and fixing PVC single equal branch plain ISI marked including fixing with approved adhesive etc. complete. 150mm dia 3.119

Supplying cast iron cover without frame for manholes: For frame of internal dimension 455mmx610mm rectangular C.I. Cover (light duty single seal pattern-1) the weight of cover to be not less than 23kg. 4.32

Providing and laying in trenches, galvanised mild steel tubes (medium grade), tube fittings (earth work in trenches to be measured and paid separately) :- 15mm nominal bore 3.5

Providing ang laying PVC pipes. 150mm dia 84

Providing and fixing PVC water storage tank of ISI : 12701 marked, G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level :- 2000 litres net capacity tank 3.114

Providing and laying PVC door bends 150mm dia 86

Providing and laying PVC door Tees 150mm dia 85

Providing and fixing vitreous China wash down, water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1cement : 1 sand) (Seat and over to be measured and paid for separately):- Angle Indian Universal closet 3.25

Providing and laying PVC Floor traps. 110 mm X 90 mm.

Providing and fixing vitreous China squatting plate pattern urinal of size 450mmx350mm with integral longitudinal flush pipe. 3.36

Providing and fixing PTMT Coloured / white automatic flushing cistern with a pair of PVC / C.I. or M.S. bracket complete with fittings including PVC syphonic apparatus, mosquito proof lid, PVC union and coupling for connections with inlet, outlet and over flow pipes including cutting holes and making good the same ( over flow pipe to be measured and paid for separately). 10 litres net capacity 3.134

Providing and fixing vitreous China wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings:- Flat back 630mmx450mm 3.39

Providing and fixing P.V.C. waste pipe flexible (Coil type) length not less that 800 mm. 32 mm dia.

Providing and laying PVC pipes. 150mm dia for outer drainage of wash basin.

Providing and fixing 600mm x 450 mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. Sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers. 3.52

Providing and fixing CP Brass Bib tap with Capstan head 15mm dia 3.68

Providing and fixing CP Brass Pillar tap with Capstan head 15mm dia 3.68

Providing and fixing Brass stop cocks : 15mm dia 3.69

Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats with C.P. Brass screws :- 3.57

Providing and fixing brass full way valve with wheel:- 15mm nominal bore 3.104

Providing and fixing ferrule including boring and taping the main : 15mm nominal bore 3.106

Providing and fixing G.I./M.I Union of . 15mm dia 3.109

Construction chamber 300mm x300mmx500mm inside size for stop cock with C.I. surface box 100mm x 100 mm x 75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 sand 4 graded stone aggregate 20mm nominal size) 75mm thick foundation concrete 1:5:10 ( 1cement : 5 sand : 10 grades stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete :- with 100 mm thick walls of brick masonry in cement mortar 1:5 (1 cement: 5 sand) 3.12

Electrical Installation in CR Building

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit with modular switch, modular plates, suitable G.I. box and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. 209 Group C.

213 Wiring for light plug with 2x1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No.1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required.

Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. 217 2x2.5 Sq. mm.

214 Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required.

Supplying and fixing of following sizes of PVC conduit along with the accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required:- 602 25 mm. dia

Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.

216 2x1.5 Sq. mm.

217 2x2.5 Sq. mm.

218 2x4.0 Sq. mm.

219 2x6.0 Sq. mm.

Supplying & fixing of G.I. modular boxes of following sizes along with modular base and cover plate for modular switches in recess as required:-

806 2 modules (78mmx78mmx50mm)

807 4 modules(140mmx78mmx50mm)

808 6 modules(205mmx78mmx50mm)

809 8 modules (120mmx135mmx60mm)

810 12 modules (205mmx135mmx60mm)

Supplying and fixing following rating Modular switch /socket in the existing switch box / cover plate including connections etc. as required.

909 S.P. 5/ 6 Amps one way Modular switch.

911 Bell push, Modular.

912 S.P. 15/ 16 Amps one way Modular switch.

914 6 pin,15/16 Amps Modular socket outlet.

913 5 pin, 5/ 6 Amps Modular socket outlet.

929 Supplying and fixing ceiling rose on the existing junction box / wooden block including connections etc. as required.

936 Supplying and fixing call bell / buzzer, suitable for D.C./A.C. single phase,230 volts complete as required:-

933 Supplying and fixing bakelite batten/angle holder including connections etc. as required:-

2613 Providing and fixing following surface mounting T5 luminaries with powder coated CRCA sheet steel housing, mirror optics reflector, electronic ballast, decorative end caps, suitable for 28 watt FTL (T5), complete with all accessories (excluding the T-5 Tube), connections, testing and commissioning etc. as required. 2 x28 watt-FTL(T5) (Category-A)

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:- 2502 Ceiling Fan 1400 mm sweep, Category-A

Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:- 2505 Exhaust Fan, Heavy duty, 300 mm sweep

2711 Supplying and fixing of bulk head fitting of all sizes and shapes, containing one No. thread type CFL lamp holder (s), complete with all accessories but excluding CFL lamp including making connections, testing etc. as required. Bulk head fitting, CFL type (Category-A)

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset,neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including Earthing etc. as required:- 1809 Double door-12 way

Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:- 1701 Single pole. Cat-A.

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1718 63 Amps. Cat-A.

Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1730 63 Amps. Cat-A.

1901 Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.( but without charcoal or coke and salt ) complete as required.

1902 Extra for using salt and charcoal for pipe earth electrode complete as required.

1909 Supplying and laying 6 SWG G.I. wire at 0.50 mtr. Below ground level for earth electrode conductor, including soldering etc. as required.

S.S. Enterprises

CHOPRA ELECTRIC WORKS