Construction 01 No. 400/220kV 500MVA ICT GIS Bay at 400kV GIS Substation Jehta

Tender Inviting Authority: Superintending Engineer, Electricity 765/400 KV Substation Design Circle, U.P. Power Transmission Corporation Limited, 11th Floor, Shakti Bhawan Extension, 14-Ashok Marg, Lucknow-226001

Name of Work: Construction and Commissioning of 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta

Tender Specification No. : ESD-8/228

Sl. No. EQUIPMENT / ITEM (Complete with all fittings, accessories, associated equipments etc. as specified in Technical Specifications) Unit Qty. Quoted Unit prices in Rs. (Exclusive of GST and other duties & taxes) Total FOR Destination Prices without GST (4x8)

Unit Ex-Works Prices Unit Pkg, Fwdg, Charges Unit Freight & Insurance charges Total unit rate without GST (5+6+7)

A. 500MVA, 400/220/33kV Auto Transformer (3-Phase) Not in the Scope of Biddder.

Transformer Bay Module: 420kV, 2000A, 50kA, 3 phase SF6 gas insulated ICT (500MVA, 400/220 kV) Transformer bay module each comprising of SF6 gas insulated circuit breaker (3150A), current transformer (3000-2000-1000 /1-1-1-1-1A), two bus-bar disconnectors (2000A) with common grounding switch, line disconnector with safety grounding switches, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated bus duct with all fixing arrangement from transformer GIS module upto and including SF6/Air bushing. (Bus duct is to be terminated through SF6/Air busing before the Transformer and same will be connected to Transformer HV bushing through aluminium pipe via Surge Arresters) to complete transformer bay module as per technical specification. Set 1

Transformer (LV side of 500MVA, 400/220kV) Bay Module: 245kV, 2000A, 40kA, 3 phase SF6 gas insulated ICT(LV side of 500MVA, 400/220kV Transformer) bay module each comprising of SF6 gas insulated circuit breaker (2500A), current transformer (2000-1600-1000-500/1-1-1-1-1A two bus-bar disconnectors (2000A) with common grounding switch, line disconnector with safety grounding switches, Local Control Cubicle, SF6 gas monitoring system for complete bay. SF6 gas insulated bus duct with all fixing arrangement from transformer GIS module upto and including SF6/Air bushing. (Bus duct is to be terminated through SF6/Air busing before the LV side of the Transformer and same will be connected to Transformer LV bushing through aluminium pipe via Surge Arresters) to complete transformer bay module as per technical specification. Set 1

GIS Bus Bar extension

a 400 kV Nos. 2

b 220 kV Nos. 2

GIS Bus duct -3 phase

5 4 Inch Aluminium pipe( IPS tube) Lot 1

6 Optical fibre Lot 1

7 Lightening Arrestors

a 390 kV Nos. 3

b 216 kV Nos. 3

Control Panels: Substation Automation System (S.A.S) based Simplex Type

a 400/220kV Transformer Control Panel (HV side)( SAS) Nos. 1

b 400/220kV Transformer Control Panel (MV side)( SAS) Nos. 1

c 400/220kV Transformer Relay Panel (HV & MV side)( SAS) Nos. 1

Earthing System

a 75x12 mm M S Flat Rmt 350

b 50x6mm M S Flat Rmt 300

c 25x6mm M S Flat Rmt 250

d 50x6 mm Cu Flat Rmt

10 Grounding/ Earthing System

a 40mm MS rod for Main Earthmat Metre 00

b 40mm dia MS electrodes of 3 metre length Nos. 00

c Electrode with treated earth pit Nos 00

11 1.1 KV Armoured Copper Control Cable

a 2Cx2.5sqmm Km 4

b 4Cx2.5sqmm Km 7

c 6Cx2.5sqmm Km 8

d 10Cx2.5sqmm Km 6

1.1 KV Armoured Aluminium Power Cable

a 3.5 Cx300sqmm Km 0.5

b 3.5 Cx95sqmm Km 0.5

c 3.5 Cx50sqmm Km 0.5

d 4 Cx16 sqmm Km 1

e 2 Cx 6 sqmm Km 1

13 Microprocessor based three phase four wire 0.2s accuracy class Panel mounted static electronic trivector ABT Energy Meters, as per technical specification ( Main & Check) for 400KV & 220KV Side Set 2

14 Common Meter Reading Instrument (CMRI) Nos. 1

15 Transformer lighting arrangement L.S. 1

Fire Fighting equipments L.S. 1

Emulsifiere System L.S. 1

ERW Pipe structure( Tubular Structure for LA) MT

19 Lattice Structure MT

20 Charges for Electrical Safety Clearance payable at office of Directorate of Electrical Safety, Gomti Nagar UP L.S. 1

Total for 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta (without GST)

Total for 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta (with GST)

1 Bidder is required to quote prices in this Schedule for all the individual items/sub-items.

2 Please confirm that the prices are after taking into account ITC benefits. As per section 171 of CGST act 2017, " any reduction in rate of tax any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensureate reduction of prices. Hence supplier/ manufacture to ensure to passe the benefit of reduced prices to UPPTCL. Further prices quoted by supplier/manufacturer is subject to scrutiny under above section."

3 Evaluation of Tender shall be made after loading 18% GST (present rate) on all items including supply, erection, Testing & commissioning and civil work asuming the work as Work Contract.

Tender Inviting Authority: Superintending Engineer, Electricity 765/400 KV Substation Design Circle, U.P. Power Transmission Corporation Limited, 11th Floor, Shakti Bhawan Extension, 14-Ashok Marg, Lucknow-226001

Name of Work: Construction and Commissioning of 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta

Tender Specification No. : ESD-8/228

(All Prices are in Rupees)

Sl. No. EQUIPMENT / ITEM (Complete with all fittings, accessories, associated equipments etc. as specified in Technical Specifications) Unit Qty. Unit Handling, Erection,Testing & Commissioning Charges without GST Total Handling, Erection,Testing & Commissioning Charges without GST (4x5)

1 AUTO TRANSFORMERS

###0.0;###0.0 500MVA, 400/220/33kV Auto Transformer (3-Phase) No. 1

2 400kV GIS EQUIPMENT

2.1 Transformer Bay Module: 420kV, 2000A, 50kA, 3 phase SF6 gas insulated ICT (500MVA, 400/220 kV) Transformer bay module each comprising of SF6 gas insulated circuit breaker (3150A), current transformer (3000-2000-1000 /1-1-1-1-1A), two bus-bar disconnectors (2000A) with common grounding switch, line disconnector with safety grounding switches, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated bus duct with all fixing arrangement from transformer GIS module upto and including SF6/Air bushing. (Bus duct is to be terminated through SF6/Air busing before the Transformer and same will be connected to Transformer HV bushing through aluminium pipe via Surge Arresters) to complete transformer bay module as per technical specification. Set

2.2 Length of 400kV GI Bus Duct (3-Ph) Mtr. 117

2.3 400 kV Bus bar extension for connecting new 400 kV GIS bay including adapter module integration Nos. 2

3 245kV GIS EQUIPMENT

3.1 Transformer (LV side of 500MVA, 400/220kV) Bay Module: 245kV, 2000A, 40kA, 3 phase SF6 gas insulated ICT(LV side of 500MVA, 400/220kV Transformer) bay module each comprising of SF6 gas insulated circuit breaker (2500A), current transformer (2000-1600-1000-500/1-1-1-1-1A two bus-bar disconnectors (2000A) with common grounding switch, line disconnector with safety grounding switches, Local Control Cubicle, SF6 gas monitoring system for complete bay. SF6 gas insulated bus duct with all fixing arrangement from transformer GIS module upto and including SF6/Air bushing. (Bus duct is to be terminated through SF6/Air busing before the LV side of the Transformer and same will be connected to Transformer LV bushing through aluminium pipe via Surge Arresters) to complete transformer bay module as per technical specification. Set 1

3.2 Length of 245kV GI Bus Duct (3-Ph) Mtr. 127

3.3 245kV Bus bar extension for connecting new 245kV GIS bay including adapter module integration Nos. 2

4 390KV Polymer Type Surge Arresters (1-phase) Nos. 3

5 216KV Polymer Type Surge Arresters (1-phase) Nos. 3

6 Control & Relay Panel

6.1 400/220kV Transformer Control Panel (HV side)( SAS) Nos. 1

400/220kV Transformer Control Panel (MV side)( SAS) Nos. 1

400/220kV Transformer Relay Panel (HV & MV side)( SAS) Nos. 1

Integration with existing Bus Bar Protection Panel LS 1

Augmentation with existing Substation autamation system . LS 1

7 Optical fibre Lot 1

8 Microprocessor based three phase four wire 0.2s accuracy class Panel mounted static electronic trivector ABT Energy Meters, as per technical specification ( Main & Check) for 400KV & 220KV Side Set 2

9 Common Meter Reading Instrument (CMRI) Nos. 1

10 Power cables and copper conductor armoured control cables alongwith lugs, Glands and straight joints, Termination Kit etc.

1.1 KV Grade PVC insulated Al. conductor armoured power cables and copper conductor armoured control cables alongwith lugs, Glands and straight joints

11 1.1kV Armoured Aluminium Power Cable

a 3.5 Cx300sqmm Km 0.5

b 3.5 Cx95sqmm Km 0.5

c 3.5 Cx50sqmm Km 0.5

d 4 Cx16 sqmm Km 1

e 2 Cx 6 sqmm Km 1

12 1.1kV Armoured Copper Control Cable

a 2Cx2.5sqmm Km 4

b 4Cx2.5sqmm Km 7

c 6Cx2.5sqmm Km 8

d 10Cx2.5sqmm Km 6

13 Grounding/ Earthing System

a 40mm MS rod for Main Earthmat Metre 00

b 40mm dia MS electrodes of 3 metre length Nos. 00

c Electrode with treated earth pit Nos. 00

14 Flat for Earthing

a 75x12 mm M S Flat Rmt 00

b 50x6mm M S Flat Rmt 00

c 25x6mm M S Flat Rmt 00

d 50x6 mm Cu Flat Rmt 00

15 Erection Hardware:

Insulator strings, Disc Insulators, Hardware coductor, bus-bar materials, cable trays, Bay MB, clamps, spacers, connectors including equipment connectors, junction box, earthwire, earthing material risers, buried cable trenches,/pipe equipment & lighting, all accessories etc. for the following:

400kV Transformer GIS Bay (500MVA ICT HV Side) No. 00

220kV Transformer GIS Bay (500MVA ICT LV Side) No. 00

16 Steel Structure

Main & Auxiliary Structures with MS angles, channels, plates, nuts, bolts, Anchor bolts,step bolts, U bolts, spring washers, etc.,and any other required material

Lattice Main Structure MT 00.000

ERW Pipe Structure for Equipment support MT 1.55

17 Complete Mulsfiyre system for transformer including integration with existing Fire Fighting System LS 00

17 Illumination System for GIS Hall and Switchyard (LED Type) LS 00

###0.0;###0.0 Illumination System for Transformer Lightening System (LED Type) LS 00

18 Erection of Fire Fighting Equipments

Total for 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta (without GST)

Total for 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta (with GST)

1- Bidder is required to quote prices in this Schedule for all the individual items/sub-items.

2- Please confirm that the prices are after taking into account ITC benefits. As per section 171 of CGST act 2017 , " any reduction in rate of tax any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensureate reduction of prices. Hence supplier/ manufacture to ensure to passe the benefit of reduced prices to UPPTCL. Further prices quoted by supplier/manufacturer is subject to scrutiny under above section."

3- Evaluation of Tender shall be made after loading 18% GST (present rate) on all items including supply, erection, Testing & commissioning and civil work asuming the work as Work Contract.

Tender Inviting Authority: Superintending Engineer, Electricity 765/400 KV Substation Design Circle, U.P. Power Transmission Corporation Limited, 11th Floor, Shakti Bhawan Extension, 14-Ashok Marg, Lucknow-226001

Name of Work: Construction and Commissioning of 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta

MANDATORY SPARS

( All Prices are in Rupees )

Sl. No. EQUIPMENT / ITEM (Complete with all fittings, accessories, associated equipments etc. as specified in Technical Specifications) Unit Qty. Quoted Unit prices in Rs. (Exclusive of GST and other duties & taxes) Total FOR Destination Prices without GST (4x8)

Unit Ex-Works Prices Unit Pkg, Fwdg, Charges Unit Freight & Insurance charges Total unit rate without GST (5+6+7)

Bill of Quantity For Increasing Capacity From 2x500 MVA To 2x500 MVA +1X500 MVA And Other Related Civil Switchyard Works At 400/220/132 KV GIS Substation Jehta Lucknow

Sl. No. Code No Service Long Text Units Qty Unit Rate (Rs) Total Rate (Rs)

1 2.6.1 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 for all lift, as directed by Engineer-in-charge. in All kinds of soil Cubic meter 3500

2 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cubic meter 375

3 2.28.1 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 Square meter 1200

4 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. Square meter 3600

5 4.1.2 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cubic meter 128

6 4.1.8 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Cubic meter 228.5

7 5.1.2 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cubic meter 362

8 5.2.2 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cubic meter 393

9 arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) incl Cubic meter 65

10 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete Square meter 450

11 5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Square meter 1200

12 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform Square meter 80

13 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers Square meter 80

14 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts Square meter 639

15 5.22.6 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. Kilogram 80144

16 5.22A.1 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars Kilogram 25120

17 6.1.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) Cubic meter 80

18 6.1.2 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) Cubic meter 42

19 6.4.1 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) Cubic meter 86

20 6.13.1 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 1:3 (1 cement :3 coarse sand) Square meter 36

21 6.13.2 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) Square meter 26

22 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. Kg 18000

23 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. Square meter 1800

24 12.1.3 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diaMeter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m² Square meter 3500

25 13.4.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Square meter 3500

26 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Square meter 2500

27 Neat cement punning. Square meter 650

28 13.37.1 White washing with lime to give an even shade : New work (three or more coats) Square meter 3200

29 13.41.1 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre Square meter 600

30 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) Square meter 600

31 13.53.1 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution Square meter 1500

32 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Square meter 350

33 13.80 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. Square meter 600

34 15.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cubic meter 80

35 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Cubic meter 63

36 15.7.4 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar Cubic meter 48

37 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Cubic meter 60

38 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Meter 1500

39 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. Square meter 3500

40 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Square meter 120

41 16.75-16.76 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately) (CSI 16.75-16.76) Cubic meter 42

42 16.78.2 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cubic meter 80

43 19.35.1 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. Meter 60

44 20.2.1 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 450 mm dia piles Meter 3558

45 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. Cubic meter 35

46 1.17.21 Supplying and drawing following 3 x 4 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. Meter 50

47 1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet each 4

48 1.21.2 Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. 25 mm Meter 60

49 1.14.4 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 5

50 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1

51 2.10.1 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole each 5

52 2.4.1 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door each 1

53 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. Meter 3

54 1.27.2 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm) each 3

55 NSI-2 Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. Square meter 2000

56 NSI-13 Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work Number 120

57 NSI-14 Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . Number 120

58 NSI-15 Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. Number 550

59 NSI-16 Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . Number 550

60 NSI-20 S/F in position 105 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. Meter 60

61 NSI-22 Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . Meter 200

62 NSI-23 Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). Number 27

63 NSI-24 Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure (labour rate only). Number 40

64 NSI-25 Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). Number 650

65 NSI-26 Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). Number 5

66 NSI-27 Fabrication of template for auxiliary foundations including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). Number 40

67 NSI-28 Supply of 40 mm. dia M.S. Anchor bolts (conforming to IS 266,density 8 T/Cum) 1200 mm. long with base plate (100x100x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work. Number 40

68 NSI-29 Supply of 56 mm. dia M.S. Anchor bolts (conforming to IS 266,density 8 T/Cum) 1700 mm. long with base plate (100x100x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work. Number 20

69 NSI-33 Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. Meter 120

70 NSI-34 Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. Meter 650

71 NSI-35 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC Square meter 1500

72 NSI-36 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC Square meter 1200

73 NSI-37 Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position Number 850

74 NSI-39 Dismantling of dry B.O.E. Floor and proper stacking of dismantled bricks as per direction of E/C. up to 60 m lead. Square meter 168

75 NSI-52 Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). Number 1

76 NSI-54d Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. d) for 5 H.P pump set three phase Number 1

77 NSI-58 Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. Number 1200

78 NSI-109c Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. c) 110 mm Dia. Meter 220

Total (Without GST)

Terms & conditions:

1. All civil work shall be executed according to the approved drawings of UPPTCL.

2. The quantities are tentative and may vary up to any extent or deleted during execution as per actual approved layout plan & site condition.

3. All civil work shall be carried out as per UPPWD/UPPTCL specification.

4. Rates in BOQ are exclusive of CGST,SGST.Labour tax shall be borne by contractor.

5. Pozzlona Portland cement confirming to IS 1489(Part 1) 1991 of approved quality like ACC,Ultra Tech,Birla or equi.shall only be used.

6. Overweight steel section within tolerance shall be measured at standard weight and underweight steel section within tolerence shall be measured at actual weight.

7. In case any change in Bill of Quantity is suggested by higher authority that will be binding on the contractor.The agreement shall be executed on the approved Bill of Quantity only.

8.In case of dismantling of civil structure at site, 60% brick work shall be treated as fresh brick,30% as brick bat and 10% as debris.Fresh brick and brick bat shall be issued to firm /contractor at prevailing/pertaining SOR.

9. The amount of scrap steel recovered from dismentaling shalll be issued to firm /contractor at 1/3rd of rate in prevailing/pertaining SOR.

10.If tendered or quoted rates are below W.r.t. Departmental SOR then additional security/Performance Guarantee shall be deposited by tenderer as per GO 622/23-12-2012-2 Audit/08.

Tender Inviting Authority: Superintending Engineer, Electricity 765/400 KV Substation Design Circle, U.P. Power Transmission Corporation Limited, 11th Floor, Shakti Bhawan Extension, 14-Ashok Marg, Lucknow-226001

Name of Bidder:

Name of Work: Construction and Commissioning of 01 no. 500MVA ICT GIS bay at 400KV GIS Substations Jehta

SI. No. Description Amount (in Rs.)

1 Total Price for Supply of Equipments and Material [Schedule-1 ]

2 Total Handling, Erection, Testing & Commissioning Charges [Schedule-2]

3 Total Price for Supply of Mandatory Spares [Schedule-3 ]

4 Total Charges for Civil works including supply of materials [Schedule-4]

5 Summary of Total Price (Without GST) (1+2+3+4)

7 Summary of Total Price (Without GST) (1+2+3+4)