CEON-DEP-05/2021-22

Amount

Transformer(s)

Power Transformer (3.15 MVA, 33/11 kV, ONAN, OLTC, Outdoor) Provided By HPSEBL

Sub Station Transformer (100 kVA, 33/0.4 kV) Provided By HPSEBL

33 kV Switchgear & Allied Equipment: with 01 No., 33 kV Incomer

33 kV Control and Relay (CR) Panel (with NumericDifferential Relay, IEC 61850) Provided By HPSEBL

33 kV Control and Relay (CR) Panel (33 kV Incomer Bus) [Numeric Relay, IEC 61850] Provided By HPSEBL

33 kV VCB (36 kV, 1250A, 26.2 kA, Outdoor Type) Provided By HPSEBL

33 kV Isolator (1250 A, 25kA, with Earth Switch) with structure

33 kV Isolator (1250 A, 25kA, without Earth Switch) with structure

33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO, Porcelain)

33 kV Current Transformer (33 kV, 1Φ, Multi Ratio Multi Core, Outdoor) (1 No. per Φ)

33 kV Potential Transformer (33 kV/110 V, 1Φ, Multi-Core, Outdoor), (1No. per Φ)

33 kV Drop Out Fuse Unit (33 kV, Expulsion)

11 kV Switchgear and Allied equipment: 01 No. incomer Bus

11 kV incomer Bus: Control and Relay (CR) Panel with VCB (12 kV, 1250 A, 25KA) [Numeric Relay, IEC 61850]

11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ, Indoor)

11 kV LA/ Surge Arrester (9 KV, 10 kA ,Station Class, ZnO, Porcelain, Outdoor)

11 kV Cable (11 kV, 400 mm², XLPE, Three Core, Armoured) {Transformer to 11 kV Bus} {50m+ Spare- 50m}

11 kV Cable Termination Kit (400 mm², Outdoor)

11 kV Cable Termination Kit (400 mm², Indoor)

11 kV Switchgear and Allied equipment: Single (1 No.) Outgoing Feeder

11 kV Outgoing Feeder: Control and Relay (CR) Panel with indoor VCB (12 kV, 1250 A, 25KA) including CT

11 kV Isolator (12 kV, 1250 A, 25 kA, with Earth Switch, Outdoor)

11 kV LA/ Surge Arrester (9 kV, 10 kA Station Class, ZnO, Porcelain, Outdoor)

11 kV Cable (11 kV, 185 mm², XLPE, Three Core, Armoured) {Busbar VCB to Isolator} {50m+ Spare- 50m}

11 kV Cable Termination Kit (185 mm², Outdoor)

11 kV Cable Termination Kit (185 mm², Indoor)

LT Cable (1.1 kV, 3.5 Core, 70 mm2) {from Station Tfr}

CAPACITOR BANK:- (REC Spec. 19/1981)

Capacitor Bank (3-Ф, 50 Hz, 1200 KVAr) [ IS:2834 ]

Automatic Capacitor Switch (12 kV, 1250 A, 25 kA) [REC Spec. 20/1981]

GENERAL EQUIPMENT:-

Battery Bank with Battery Charger (15 No x 2V Cell, Lead Acid, 30 V, 100 AH)

Distribution Panel (30V, DC)

Distribution Panel (415 V, AC)

TELECOMMUNICATION FACILITIES

SCADA, ADSS OFC (6 Pair / 12 Core) Routers / Switches etc

33kv Super structure

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 Outdoor Gantry for Four No. outgoing 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

Safety Eqipments

Fire extinguisher ABC type (Portable Dry Chemical, 9 Kg)

Fire extinguisher ABC type (Portable Dry Chemical, 25 Kg)

Mechanical foam type with trolley (50 ltr)

Fire buckets with stand (4 Nos)

33 KV HT Line

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and wastage} Provided By HPSEBL

Steel Tubular Poles (11 m, Working Load > 227 kg)

Muffs with concerete filling

Run Thro' Structures: (Horizontal Formation) on Double Pole Structures

X-Arms: [MS Channel Iron (100x50x6 mm, Length: 3250 mm i/c tolerance 100 mm on either side]

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.

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

Dead End Structures

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: (100x50x6 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.]

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 (2 No./Run Thro & 4 No. / Dead End)

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

Earthing

HT Earthing set complete

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

Eye Hook for earth wire

Earth Reel

MS Channel Iron: 75x40x6, Length :3300 mm

Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro' structure: 8 No]

Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro' structure: 4 No]

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm Φ or more (with flat and spring washers)]

Barbed wire

Danger Plate (203X200X1.6mm)

Red Oxide

Aluminium Paint

PG clamps

33 kV Reconductoring

ACSR 30/7/2.59mm (150mm²) (wolf)

Steel Tubular Poles (11 m, Working Load > 227 kg)

Muffs with concerete filling

Run Thro' Structures: (Horizontal Formation) on Double Pole Structures (Adopt Ten (3) No. Run-through Structures per Km) -

X-Arms: [MS Channel Iron (100x50x6 mm, Length: 3250 mm i/c tolerance 100 mm on either side] x 10 No. Structures

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.

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

Dead End Structures (Adopt three (4) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: (100x50x6 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.]

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 (2 No./Run Thro & 4 No. / Dead End)

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

Earthing

HT Earthing set complete

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

Eye Hook for earth wire

Earth Reel

MS Channel Iron: 75x40x6, Length :3300 mm

MS Channel Iron: 75x40x6, Length :1070 mm

X-Bracing Set - MS Angle Iron: 50X50x6, Length [1500 mm).]

Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro' structure: 8 No]

Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro' structure: 4 No]

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm Φ or more (with flat and spring washers)]

Barbed wire

Danger Plate (203X200X1.6mm)

Red Oxide

Aluminium Paint

Dead End Clamps for Disc Insulator.

Suspension Clamps for Disc Insulator.

PG Clamps for Jumpers.

Bus Bar 33/11 kV

Dead End Clamps for Disc Insulator.

ACSR conductor 200 mm² at 10 % wastage

(13x4.5+1x3.5)x3x1.1=204.6 say 205 m

For jumpers at 2 m average

11 sets I.e. 2x3x11x1.1=72.6 m

33 kV Isolator (1250 A, 25kA, with Earth Switch) .

Tee connections

PG clamps

Tapping Point of 33 kV HT Line

Steel Tubular Poles 13 m, long Provided By HPSEBL

Muffs with concerete filling

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

ACSR conductor 150 mm² at 10 % wastage

(3x4.5+1x3.5)x4x1.1=74.8 say 75 m

For jumpers at 2 m average

6 sets I.e. 2x3x6x1.1=39.60 m

33 kV Isolator (1250 A, 25kA, without Earth Switch) .

33 kV Isolator (1250 A, 25kA, with Earth Switch) .

VCB 33 KV outdoor Kiosk type 33 KV, 25 KA, 1250A Single panel incoming/ outgoing

MS Channel Iron 125x65x6mm, X-arm @13.1 Kg/ M at 5% wastage for Bus-Bars, Isolators etc.

10.5 mtr Long =8 Nos

5.25 mtr Long = 14 Nos.

Total 125x65 mm MS Channel Iron (10.5x8+5.25x14)

MS Channel Iron: (100x65x6 mm), Length: 450 mm] for Isolators. i.e. 4x6= 16 Nos

X-Bracing Set - MS Angle Iron: 50X50x6, Length [750 mm) x 2 No.]

MS Channel Iron: (125x65x6 mm), Length: 5500 mm .] for Auto-Recloser.

MS Angle Iron: 65x65x6, Length:(7500 mm) x 2 No.

MS Flat 50X6mm .6m weight factor 2.4 Kg/m

X-Bracing Set - MS Angle Iron: 50X50x6, Length [7500 mm) x 2 No.]

Stay set complete in all respect (2 No./Run Thro & 4 No. / Dead End)

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

HT Earthing set complete

Full clamps.

Half clamps

Tee connections

33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO, Porcelain)

PG clamps

Nuts & Bolts with washers off sizes

Barbed wire

Danger Plate (203X200X1.6mm)

Red Oxide

Aluminium Paint

11 kV HT Line

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

Steel Tubular Poles (11 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 8 No. Run thro' and 3 No. Double Pole Dead End Structures)

Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) (with Ruling Span 67 m) Provided By HPSEBL

Muffs with concerete filling

Run Thro' Structures (∆ Formation): on Single Pole Structures (Adopt Eight (8) No. Run-through Structures per Km) -

Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side) x 8 structure

Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures

Pole Top Bracket [MSCI:100x50x6 mm- 100 mm]

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 :1800 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: 2340 mm x 2 No.] ∆ Formation

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) (10.0 kg Per Stay Set)

Earthing

HT Earthing set complete (REC Constr. Stand. J-1)

Single Continous Earth wire (GI, 8 SWG) {alongwith 2 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 Channel Iron: 75x40x6, Length : 2400 mm for Road crossing

Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro' structure: 2 No ]

Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro' structure: 2 No]

Danger Plate (250X200X1.6 mm)

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

Barbed Wire

Red Oxide

Aluminium Paint

11/0.4 KV,630 KVA Sub-Station

Distribution Transformer (Ordinary), 11/0.4 kV, 630 KVA

Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) Provided By HPSEBL

Muffs with concerete filling

X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incommer line

MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA's

X-Arm: [Channel Iron (75x40x6 mm), Length : (2800mm) X 4 Nos] for supporting DO fuse unit & GO switch

Transformer Bed, Belting & Knee Bracing

Transformer Bed( Civil Work (As Per HPSR))

X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for Transformer Bed

X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of Transformer]

MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos

MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos

MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing

Transformer LT Distribution Box and GO Switch fixing Assembly

MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos

MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos

GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm

11 KV Isolator (630 A, 25 KA,without ES)

D.O Fuse Unit

Surge Arrester, 9 kV Station Class (Porcelain Type)

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

Stay set complete

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

Pipe Earthing Set

LT Distribution Panel Box with ACB(1000A, 50 kA, 4P,1 No) and SFU(300A, 9No, rewirable)

Half Clamp (M.S. Flat 50X6 mm)

Full Clamps (M.S. Flat 50X6 mm)

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

Aluminium Thimble

Aluminium Thimble

Danger Plate

Barbed Wire

LT Cable (3.5 Core) 500 mm² X 2 incommer

LT Cable (3.5 Core) 300 mm² X 3 Outgoing

Energy Meter (3-Phase, 4-Wire) DLMS compliant 1000 A CT Type for 630KVA Transformer

Aluminium Paint.

ACSR 6/1/4.72 (100mm²) {Includes 3 conductor for Jumpering}

T&P Items

Prov Oil Dehydration Plant

Prov.Chain & Pulley block 3 Ton capacity.

Prov. Hand Gloves.

Prov. Insulation Megger 2500 V, 5000 MOhm.

Prov.Earth Tester with Kit.

Earth Discharge Rod, Fibre Glass Material, Telescopic Type (4m-12m)

Prov. Tong Tester Clipon Type..

Aluminium ladder

Prov Computer System with inbuilt CPU.

Prov. UPS 1KVA.

Prov. Printer a/w Photo Machine.

Furniture (Godrej Make)

F5ft x 3ft executive table with drawer both sides

3ft x 2.5ft Table with one side drawer

Executive revolving, adjustable (Height) chairs with arm

Cushion fixed "S" type steel chair with arm

6 ft. height steel almirah (only with selves) for keeping records and valuable items

4 ft steel rack (minimum three selves) for keeping the files and other item

Prov. Maintenance Van /Utility/Jeep.

Site Dovelopment

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.

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.

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 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 : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)

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.

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.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.

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

Supplying, filling, spreading & leveling gravels of size range 20 mm to 40 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge

Panel Fencing

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Pointing on brick work or brick flooring with cement Flush / Ruled/ Struck or weathered pointing mortar 1:3 (1 cement : 3 fine sand):

Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20mm nominal size)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

P/F expanded metal fencing weight exceeding 3 kg & not less than 5 kg.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Road to S/Stn.

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.

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.

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)

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) : 4 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.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Outer Drain

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 : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

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) : 4 graded stone aggregate 20 mm nominal size)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Providing and Fixing Chain link fencing

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 : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 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 : 1:1½:3 (1 Cement: 1½ 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

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Painting with aluminium paint of approved brand and manufacture to give an even shade . Two or more coats on new work

Control Room Building

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 for :

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

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiralstaircases

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

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)

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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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.

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.

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)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 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): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

Providing and fixing aluminium work for doors, windows, board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in- charge. Pre-laminated particle board with decorative lamination on both sides

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin- charge. (Only weight of grill to be measured for payment).

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper

Providing and fixing bright finished brass hard drawn hooks and eyes : 150 mm

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.

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 hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer.

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors herever required : W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern

Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Waste fittings complete. Flexible pipe 32 mm dia

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

Providing and fixing toilet paper holder : C.P. brass

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

(a) 15 mm nominal bore

(b) 25 mm nominal bore

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729

Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall

(i) 15 mm nominal bore

(ii) 25 mm nominal bore

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

75 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5°

110 mm diameter

75 mm diameter

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore

Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 liters net capacity tank

Electrical Installaions to Control Room 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.

Type-II Quarter 4 Nos. (One-Block)

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.

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

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

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

Suspended floors, roofs, landings, balconies and access platform

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiralstaircases

Lintels, beams, plinth beams, girders, bressumers and cantilevers

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

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.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)

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.

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood.

Providing and fixing 25 mm thick shutters for cup board etc. : Panelled or panelled & glazed shutters Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 150mm

Providing and fixing bright finished brass hard drawn hooks and eyes : 200 mm

Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Light shade pigment using white cement

Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : Light shade pigment using white cement

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade.

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

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5° 110 mm diameter

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-incharge. Second class teak wood 35 mm thick shutters.

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

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

White washing with lime to give an even shade : New work (three or more coats)

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors herever required : W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Waste fittings complete. Flexible pipe 32 mm dia

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing toilet paper holder : C.P. brass

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

15mm dia

20mm dia

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.

75mm dia

110mm dia

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5°

75mm dia

110mm dia

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall

15 mm nominal bore

25 mm nominal bore

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Electrical Installaions to Type-II quarter

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.

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.

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.

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)

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.

Septic Tank

Earth work in surface excavation not exceeding 30 cm in (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

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)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

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

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)

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, shutering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu-reinforced concrete

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

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.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

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

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

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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

PVC Plain bend 75mm dia

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions

RCC Foundation for 3.15 MVA Power Transformer a

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 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)

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.

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 unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm.

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

Rain Water Harvesting Tank

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 for:

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

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

Suspended floors, roofs, landings, balconies and access platform.

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).

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.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand).

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design with 20 mm diameter round bar

Supplying and fixing C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg

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.

Providing and fixing unplasticised Rigid PVC pipes 150 mm diameter.

Main Gate & Sub-Station Yard Gate

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 for:

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

Columns, Pillars, Piers, Abutments, Posts and Struts

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)

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.

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

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).

Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied @ 3.84 kg/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.

Vacuum Circuit Breaker Foundation

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.

RS Joist Foundation

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.

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.

CT, PT and LA Foundation

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.

Outdoor Cable Trench

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 for:

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

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, All work upto plinth level : 1:2:4 (1 cement : 2 2 course sand) 3 graded stone aggregate 40 mm nominal size

Foundation and Plinth

Brick Mansonary in cm 1:4 in foundation wall of cable outdoor Trench

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 nom

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.

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

15 mm cement Plaster on rough side of Brick masonary in cn 1:4

Indoor Cable Trench

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. 1:4:8 (1 Cement : 4 coarse sand): 8 graded stone aggregate 40 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): 4 graded stone aggregate 40 mm nominal size)

Foundation and plinth

Brick masonary in cm 1:4 in foundation wall of cable o/d trench

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

15 mm cement plaster on rough side of brick masonary in cm 1:4

Fencing for 8 Pole Structure

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 : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 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 : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 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) : 4 graded stone aggregate 40 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

Painting with aluminium paint of approved brand and manufacture to give an even shade . Two or more coats on new work

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge

Fencing for 6 Pole Structure

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 : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 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 : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 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) : 4 graded stone aggregate 40 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

Painting with aluminium paint of approved brand and manufacture to give an even shade . Two or more coats on new work

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge

foundation of Station Transformer

PCC 1:3:6 [ L-1.65 x B-1.65 x H-0.075= 0.20 mᶟ]

RCC 1:1.5:3 [Raft: L-1.5 x B- 1.5 x H- 0.25= 0.56 mᶟ, Columns: L- 1 x B- 1x H- 2.25 = 2.25 mᶟ]

TOR Steel/ Mild Steel

Structural Steel

Auto Recloser Foundation

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.

S.S. Enterprises

M/S DEVARYA ENGINEERING