ESD-8/243

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. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida

Tender Specification No. : ESD-8/243

Schedule of Quantiites and prices for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida

( All Prices are in Rupees )

Sl. No. EQUIPMENT / ITEM (Complete with all fittings, accessories, associated equipments etc. as specified in Technical Specifications) Unit Quantity for 01 no. 220/132kV GIS ICT Bay. Quantity for 02 no. 2202kV GIS Line Bay. Total Qty Quoted Unit prices in Rs. (Exclusive of GST and other duties & taxes) Total FOR Destination Prices without GST (6x10)

Unit Ex-Works Prices Unit Pkg, Fwdg, Charges Unit Freight & Insurance charges Total unit rate without GST (7+8+9)

1 POWER TRANSFORMER AND PROTECTIVE EQUIPMENTS

1.1 220/132 KV 160 MVA T/F with all accessories. No. 0 0

1.2 198 KV Polymer Type Surge Arrestor No. 3 6

1.3 120 KV Polymer Type Surge Arrestor No. 3 0

1.4 245 KV Post Insulator No. 3 6

1.5 145KV, 6KN Bus Post Insulator No. 3 0

2 GIS EQUIPMENTS

2.1 Transformer (HV Side of 160 MVA, 220/132 KV) Bay Module as per 400 KV S/S TS Set 1 0

2.2 220 KV Bus Bars as per 400 KV S/s TS Set 1 0

2.3 220 KV GI Bus Ducts(3-ph) as per 400 KV S/s TS Mtr 125 0

2.4 Bus Bar extension for connecting new 245 KV GIS bays with existing Bus Bar Set 1 0

2.5 220 kV Bus Bar Extension including adaptor Module Integration No. 1 0

2.6 Suitable SF6/Air Bushing for Connecting with Bus Duct with All Fittings and Accessories No. 3 0

2.7 Transformer (LV Side of 160 MVA, 220/132 KV) Bay Module as per 400 KV S/S TS Set 1 0

2.8 132 KV Bus Bar Extension including adaptor Module Integration required for connecting new 145 KV GIS Bays with existing Bus Bar No. 2 0

2.9 220KV GIS Supply at 400KV GIS S/s Sec-148 Noida

2.1 220KV line Feeder Bay Module as per 400kV Substation Nos. 0 2

2.11 220kV Bus bar Extension for adding new feeder bay into existing 220kV GIS System Set 0 1

2.12 AHU for 220KV GIS Hall LS 1 0

3 POWER CABLE AND CABLE TERMINATION

3.1 132 KV 1-Core 630 sqmm XLPE Copper Power Cable (Armoured) Mtr 750 0

3.2 145 KV Termination Kit for 1x630 sqmm XLPE Copper Cable (Outdoor Type) Set 3 0

3.3 145 KV Termination Kit for 1x630 sqmm XLPE Copper Cable (GIS End) Set 3 0

3.5 Cable Route Marker No. 5 0

3.6 Terminal Connector for Termination Kit No. 3 0

3.7 Twin Moose Spacer No. 30 0

3.8 Power Cable and Cable Termination Supply for GIS Module to Line Gantry Connection

3.9 220kV, 1200sqmm , Indoor Termination suitable for 1Cx1200sqmm EHV Cable at GIS end Nos. 0 6

3.1 220kV, 1200sqmm , Outdoor Termination suitable for 1Cx1200sqmm EHV Cable inYard Nos. 0 6

3.11 220kV 1Cx1200Sqmm Copper Cable ( Line Gantry to GIS Module) Mtr 0 1300

4 Control and Relay Panel and SCADA

4.1 220 kV T/F Control Panel for 160 MVA T/F (as per technical specifications of SAS issued by UPPTCL) with integration with existing SAS No. 1 0

4.2 220 kV T/F Protection Panel for 160 MVA T/F (as per technical specifications of SAS issued by UPPTCL) with integration with existing SAS) No. 1 0

4.3 Line Protection System and Metering

4.4 220KV Feeder Distance Protection Panel( Main-I Distance protection and Main-II Differential Protection) No. 0 2

4.5 Integration of new feeder bays into existing SCADA of Substation( Including Optical Fibre Supply, Patchcords and other accessories) No. 0 2

4.6 0.2s class ABT energy meter No. 2 4

4.7 Metering Cubicle for ABT Energy Meters No. 0 1

4.8 Common Meter Reading Instruement as per 400kV S/s Sec-148 Noida No. 0 1

5 1.1 KV Armoured Aluminium Power Cable

5.1 4Cx16Sqmm KM 1 3

6 1.1 KV Armoured Copper Control Cable

6.1 2Cx2.5sqmm KM 2 0

6.2 4Cx2.5sqmm KM 4 7

6.3 6Cx2.5sqmm KM 2.54 10

6.4 10Cx2.5sqmm KM 10 2

6.5 14Cx2.5sqmm KM 10 0

7 GROUDING AND EARTHING SYSTEM

7.1 40mm MS Rod for Main Earthmat Mtr 300 0

7.2 40mm dia MS Electrodes of 3mtr length No. 50 0

7.3 75x12 MS Flat Mtr 200 150

7.4 50x6mm MS Flat Mtr 150 0

7.5 25x6mm MS Flat Mtr 100 0

7.6 50x6mm Copper Flat (For GIS Earthing) Mtr 200 0

7.7 75X12mm Copper Flat (For GIS Earthing) Mtr 200 0

7.8 Three Phase Link Box(With/without SVL) Nos. 2 4

7.9 Single Core 500 sqmm Cu Conductor PVC insulated 6.6kV Earthing Cable Mtr 100 200

8 GALVANISED STRUCTURE

8.1 Lattice Type Main and Auxiliary Structure MT 1 10

8.2 ERW Pipe Type Structure MT 2 0

9 CABLE SUPPORTING ITEMS

9.1 Perforated Cable Tray, 250mm Mtr 150 0

9.2 Perforated Cable Tray,75mm Mtr 350 0

10 EOT CRANE FOR GIS HALLS

10.1 For 220kV GIS Building(Min 06 Tonnes Capacity) Set 1 0

10.2 For 132kV GIS Building(Min 05 Tonnes Capacity) Set 1 0

11 AIR CONDITIONING SYSTEM

11.1 2 Ton Split AC with all Accessories and Stablizer (Not Less Than 5KVA) No. 6 4

12 ILLUMINATION SYSTEM FOR GIS HALLS AND SWITCHYARD(LED TYPE)

12.1 Illumination System for GIS Halls LS 2 0

12.2 Illumination System for Relay and Protection Panel Rooms LS 1 0

Total for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida (without GST)

Total for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida (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. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida

Tender Specification No. : ESD-8/243

Schedule of Quantiites and prices for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida

HANDLING, ERECTION, TESTING AND COMMISSIONING CHARGES

(All Prices are in Rupees)

Sl. No. EQUIPMENT / ITEM (Complete with all fittings, accessories, associated equipments etc. as specified in Technical Specifications) Unit Quantity for 01 no. 220/132kV GIS ICT Bay. Quantity for 02 no. 2202kV GIS Line Bay. Total Qty Unit Handling, Erection,Testing & Commissioning Charges without GST Total Handling, Erection,Testing & Commissioning Charges without GST (4x5) Total FOR Destination Prices without GST (6x10)

1 POWER TRANSFORMER AND PROTECTIVE EQUIPMENTS

1.1 220/132 KV 160 MVA T/F with all accessories. No. 1 0

1.2 198 KV Polymer Type Surge Arrestor No. 3 6

1.3 120 KV Polymer Type Surge Arrestor No. 3 0

1.4 245 KV Post Insulator No. 3 6

1.5 145KV, 6KN Bus Post Insulator No. 3 0

2 GIS EQUIPMENTS

2.1 Transformer (HV Side of 160 MVA, 220/132 KV) Bay Module as per 400 KV S/S TS Set 1 0

2.2 220 KV Bus Bars as per 400 KV S/s TS Set 1 0

2.3 220 KV GI Bus Ducts(3-ph) as per 400 KV S/s TS Mtr 125 0

2.4 Bus Bar extension for connecting new 245 KV GIS bays with existing Bus Bar Set 1 0

2.5 220 kV Bus Bar Extension including adaptor Module Integration No. 1 0

2.6 Suitable SF6/Air Bushing for Connecting with Bus Duct with All Fittings and Accessories No. 3 0

2.7 Transformer (LV Side of 160 MVA, 220/132 KV) Bay Module as per 400 KV S/S TS Set 1 0

2.8 132 KV Bus Bar Extension including adaptor Module Integration required for connecting new 145 KV GIS Bays with existing Bus Bar No. 2 0

1 220KV GIS Supply at 400KV GIS S/s Sec-148 Noida

1.1. 220KV line Feeder Bay Module as per 400kV Substation Nos. 0 2

1.2 220kV Bus bar Extension for adding new feeder bay into existing 220kV GIS System Set 0 1

3 POWER CABLE AND CABLE TERMINATION

3.1 132 KV 1-Core 630 sqmm XLPE Copper Power Cable (Armoured) Mtr 750 0

3.2 145 KV Termination Kit for 1x630 sqmm XLPE Copper Cable (Outdoor Type) Set 3 0

3.3 145 KV Termination Kit for 1x630 sqmm XLPE Copper Cable (GIS End) Set 3 0

3.5 Cable Route Marker No. 5 0

3.6 Terminal Connector for Termination Kit No. 3 0

3.7 Twin Moose Spacer No. 30 0

2 Power Cable and Cable Termination Supply for GIS Module to Line Gantry Connection

2.1 220kV, 1200sqmm , Indoor Termination suitable for 1Cx1200sqmm EHV Cable at GIS end Nos. 0 6

2.2 220kV, 1200sqmm , Outdoor Termination suitable for 1Cx1200sqmm EHV Cable inYard Nos. 0 6

2.3 220kV 1Cx1200Sqmm Copper Cable ( Line Gantry to GIS Module) Mtr 0 1300

4 Control and Relay Panel and SCADA

4.1 220 kV T/F Control Panel for 160 MVA T/F (as per technical specifications of SAS issued by UPPTCL) with integration with existing SAS No. 1 0

4.2 220 kV T/F Protection Panel for 160 MVA T/F (as per technical specifications of SAS issued by UPPTCL) with integration with existing SAS) No. 1 0

4 Line Protection System and Metering

4.1 220KV Feeder Distance Protection Panel( Main-I Distance protection and Main-II Differential Protection) No. 0 2

4.2 Integration of new feeder bays into existing SCADA of Substation( Including Optical Fibre Supply, Patchcords and other accessories) No. 0 2

4.3 0.2s class ABT energy meter No. 0 4

4.4 Metering Cubicle for ABT Energy Meters No. 0 1

4.5 Common Meter Reading Instruement as per 400kV S/s Sec-148 Noida No. 0 1

5 1.1 KV Armoured Aluminium Power Cable

5.1 4Cx16Sqmm KM 1 3

6 1.1 KV Armoured Copper Control Cable

6.1 2Cx2.5sqmm KM 2 0

6.2 4Cx2.5sqmm KM 7 4

6.3 6Cx2.5sqmm KM 2.54 10

6.4 10Cx2.5sqmm KM 10 2

6.5 14Cx2.5sqmm KM 10 0

7 GROUDING AND EARTHING SYSTEM

7.1 40mm MS Rod for Main Earthmat Mtr 300 0

7.2 40mm dia MS Electrodes of 3mtr length No. 50 0

7.3 75x12 MS Flat Mtr 200 150

7.4 50x6mm MS Flat Mtr 150 0

7.5 25x6mm MS Flat Mtr 100 0

7.6 50x6mm Copper Flat (For GIS Earthing) Mtr 200 0

7.6 75X12mm Copper Flat (For GIS Earthing) Mtr 200 0

Three Phase Link Box(With/without SVL) Nos. 0 4

Single Core 500 sqmm Cu Conductor PVC insulated 6.6kV Earthing Cable Mtr 0 200

8 GALVANISED STRUCTURE

8.1 Lattice Type Main and Auxiliary Structure MT 1 10

8.2 ERW Pipe Type Structure MT 2 0

9 CABLE SUPPORTING ITEMS

9.1 Perforated Cable Tray, 250mm Mtr 150 0

9.2 Perforated Cable Tray,75mm Mtr 350 0

10 EOT CRANE FOR GIS HALLS

10.1 For 220kV GIS Building(Min 06 Tonnes Capacity) Set 1 1

10.2 For 132kV GIS Building(Min 05 Tonnes Capacity) Set 1 0

11 AIR CONDITIONING SYSTEM

11.1 2 Ton Split AC with all Accessories and Stablizer (Not Less Than 5KVA) No. 6 0

12 ILLUMINATION SYSTEM FOR GIS HALLS AND SWITCHYARD(LED TYPE)

12.1 Illumination System for GIS Halls LS 2 0

12.2 Illumination System for Relay and Protection Panel Rooms LS 1 0

Total for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida (without GST)

Total for 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida (with GST)

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

SCHEDULE OF QUANTITIES AND PRICES FOR 02 NO. 132KV GIS LINE BAYS (Outdoor) AT 400KV GIS SUBSTATION AGRA SOUTH

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)

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

SCHEDULE OF QUANTITIES AND PRICES FOR 02 NO. 220KV GIS LINE BAYS at 400KV GIS SUBSTATION NOIDA-SECTOR-148.

Sl. No. Item Description Quantity Units Unit Rate Total Amount in RS.

1 Item Description

2 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. All kinds of soil. 900 Cum

3 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 50 Cum

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 218 Cum

5 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 50 Cum

6 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 120 Sqm

7 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 120 Sqm

8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5 Cum

9 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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 10 Cum

10 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) 90 Cum

11 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)2 230 Cum

12 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) 30 Cum

13 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 32 Cum

14 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 600 Sqm

15 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 450 Sqm

16 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 90 Sqm

17 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 120 Sqm

18 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 130 Sqm

19 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. 16250 Kg

20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 10500 Kg

21 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). 105 Sqm

22 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) 90 Cum

23 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) 85 Cum

24 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 250 Kg

25 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. 4200 Kg

26 Steel work welded in bvuilt 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 475 Kg

27 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 4200 Kg

28 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. 280 Sqm

29 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 68 Sqm

30 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 2 Sqm

31 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 108 metre

32 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 1180 Sqm

33 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 720 Sqm

34 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 720 Sqm

35 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) 720 Sqm

36 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 200 Sqm

37 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. 1500 Sqm

38 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour Old work (one or more coats) 100 Sqm

39 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work 100 Sqm

40 Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm). 100 Sqm

41 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 5 Cum

42 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. 25 Cum

43 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 32 Cum

44 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres 150 Kg

45 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 120 Sqm

46 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. 35 Cum

47 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 280 Sqm

48 Supplying and stacking at site. 90 mm to 45 mm size stone aggregate 14 Cum

49 Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process an (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).d 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). 45 Cum

50 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-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 80 Kg

51 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) 120 Kg

52 Providing and fixing 12 mm thick prelaminated particle 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 2 Sqm

53 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) 20 Sqm

54 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover 12 Sqm

55 Providing and fixing ball bearing for rolling shutters. 4 Each

56 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. 160 SQM

57 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 24 No

58 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) . 24 No

59 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. 138 No

60 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) . 229 No

61 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. 12 Rmt

62 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) . 140 Rmt

63 Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). 1 No

64 Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). 48 No

65 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). 238 No

66 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). 1 No

67 Fabrication of template for auxiliary 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). 4 No

68 Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. 15 Rmt

69 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 160 No.

70 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. 160 No

71 Providing and fixing of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. 50 RM

72 Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. 50 RM

73 Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. 4 Each

74 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C 10 Point

75 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 4 Each

76 Supplying and fixing of 20 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. 50 Metre

77 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 50 Metre

78 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 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 50 Metre

79 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 4 sq. mm + 1 X 4 sq. mm earth wire 60 Metre

80 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 60 Metre

81 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 5 Each

82 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps 1 Each

83 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 1 Each

84 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. 10 Metre

85 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm) 2 Each

86 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) 2 Each

87 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm) 2 Each

88 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm per coat1 130 Sqm

89 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm. 130 Sqm

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

SCHEDULE OF QUANTITIES AND PRICES FOR 02 NO. 220KV GIS LINE BAYS at 400KV GIS SUBSTATION NOIDA-SECTOR-148.

Sl. No. Item Description Quantity Units Unit Rate Total Amount in RS.

1 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 400 sqm

2 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. All kinds of soil. 300 Cum

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 400 Cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 350 Cum

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 150 Cum

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) 3 Cum

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) 30 Cum

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)2 155 Cum

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. 810 sqm

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) 2 Cum

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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 1 Cum

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 200 Sqm

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 120 Sqm

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 30 Sqm

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 320 Sqm

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. 13000 Kg

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 200 Kg

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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). 1 Cum

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) 10 Cum

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 550 Kg

Steel work welded in bvuilt 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 100 Kg

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 486 Kg

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 30 Sqm

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 50 Sqm

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 20 Sqm

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 40 Sqm

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. 1 Cum

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 2 Cum

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. 40 Cum

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 16 NO

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) . 48 NO

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. 218 No

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) . 218 No

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) . 100 Rmt

Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). 2 Rmt

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). 35 No

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). 80 No

Fabrication of template for auxiliary 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). 5 No

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. 32 No

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. 99.4 Rmt

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 100 No.

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. 101 No

Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. 8.1 RM

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:

Tender Specification No. : ESD-8/243

Construction and commissioning of Construction and commissioning of 01 no. 220/132kV GIS ICT Bay and 02 no. 220kV GIS Bays at 400kV GIS S/S Sector-148, Noida

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 ]

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

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

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

7 Grand Total Price (1+2+3+4) (with GST)