Construction of 01 No. 132kV GIS Bay and 01 No. 33kV GIS Bay includes Erection and Commissioning of 01 No. 63MVA Power Transformer for Increasing Capacity Work at Existing 220kV GIS Jalpura, Gr. Noida on Turnkey Basis

Total Price for Supply of Equipments and Material (Schedule-Q1)

Total Price for Handling, Erection, Testing & Commissioning Charges (Schedule-Q2)

Total Price for Electrical Works (Sl. No. 1+2)

% Discount, if any on Electrical Works (Sl. No. 3)

Discount in Rs. on Electrical Works (Sl. No. 3)

NET Price for Electrical Works (Sl. No. 3 - 5)

Price for Civil Works (Schedule-Q3)

% Discount , if any on Civil Works (Sl. No. 7)

Discount in Rs. on Civil Works (Sl. No. 7)

NET Price for Civil Works (Sl. No. 7 - 9)

Net Lum Sum Bid Price (Elect+Civil) after Discount (Sl. No. 6 + 10)

Seal of Company

Designation ……………………………………………………………….

Name of Bidder:

(Schedule-Q1)

Schedule for Supply of Equipments for "Engineering, Supply, Erection and Commissioning of 01 No. 132kV GIS Bay and 01 No. 33kV GIS Bay which also includes Erection and Commissioning of 01 No. 63MVA Power Transformer (To be provided by UPPTCL) for Increasing Capacity Work (2×160+2×63)MVA to (2×160+3×63)MVA at Existing 220/132/33kV GIS Substation Jalpura, Gr. Noida on Turn-Key Basis against E-Tender Specification No. SD-1038"

145KV GIS Equipments

Transformer Bay Module: 145KV, 2000A, 40KA for 3 sec SF6 gas insulated transformer bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-400-200/1-1-1A), having two bus-bar disconnectors (1600A) with common grounding switch, line disconnector with safety grounding switches suitable for Main-I & Main-II bus system, Local Control Cubicle, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 1000 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete transformer bay module as per technical specification.

Bus Bar Extension for connecting with existing bus bar alongwith the adapter module : 145kV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 2000A bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. As per Technical Specification.

33KV GIS Equipments

Transformer Bay Module: 36KV, 2500A, SF6 gas insulated transformer bay module each comprising of SF6 gas circuit breaker(2500A), current transformer (2000-1250-800/1-1-1A), two bus-bar disconnector (2500A) with common grounding switch, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 3x630 sq mm XLPE cable (Considering 120% continuously loading of 33 KV side of 63 MVA transformer) with cable termination enclosure and accessories with GIS, Local Control Cubicle etc. to complete transformer bay module as per technical specification.

Bus Bar Extension for connecting with existing bus bar alongwith the adapter module : 145kV, 3 single phase (isolated) units, SF6 gas insulated, metal enclosed 2000A bus bars each enclosed in bus enclosures running along the length of the switchgear to interconnect each of circuit breaker bay module. As per Technical Specification.

Lightening Arrestors

198 KV Polymer type surge arrestor

30 KV Polymer type Surge arrestor

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

Simplex Type 132kV Transformer Control & Relay Panel (SAS)

145 KV Single Core 630 Sqmm Copper Conductor XLPE Insulated Corrugated Aluminium sheathed Power Cable.

Outdoor Type Complete end Termination Kit Suitable for 145 KV 630 Sqmm Cable with all (220 KV T/F Side)

Indoor Type Complete end Termination Kit Suitable for 145 KV 630 Sqmm Cable with all Accessorries.(GIS End)

Three Phase Link box with or without SVL

Single Core 500 sqmm Copper Conduct PVC insulated 6.6 KV grade Earthing Cable

33 KV Single Core 630 Sqmm Copper Conductor XLPE Power cable (Armoured)

36 KV Termination Kit at Both Ends for 1x630 Sqmm XLPE Cable (indoor+outdoor)

0.2 S Accuracy ABT Energy Meter(Samast) For HV and LV

Earthing System

40 MM MS ROUND Bar For earthmat

40 mm MS ROUND Bar Electrode

75x12 mm M S Flat

50x6mm M S Flat

50x6mm CU Flat

1.1 KV Armoured Copper Control Cable

2Cx2.5sqmm

4Cx2.5sqmm

6Cx2.5sqmm

10Cx2.5sqmm

1.1 KV Armoured Aluminium Power Cable

4 Cx16 sqmm

ACSR Moose

1.1 KV Unarmoured Aluminium Power Cable

3.5 Cx95sqmm

3.5 Cx50sqmm

Lattice Structure

36 KV Post Insulators

Total (Rs.):

Seal of Company

Designation ……………………………………………….

Name of Bidder:

(Schedule-Q2)

Schedule for Installation of Equipments for "Engineering, Supply, Erection and Commissioning of 01 No. 132kV GIS Bay and 01 No. 33kV GIS Bay which also includes Erection and Commissioning of 01 No. 63MVA Power Transformer (To be provided by UPPTCL) for Increasing Capacity Work (2×160+2×63)MVA to (2×160+3×63)MVA at Existing 220/132/33kV GIS Substation Jalpura, Gr. Noida on Turn-Key Basis against E-Tender Specification No. SD-1038"

Erection of 132/33 KV 63 MVA T/F With All accessories,centifusing of Oil,Shifting of Transformer,Termination of Cable,Testing and all related work required for Charging of Transformer.

Erection GIS Bay Module

132 kV T/F bay Module

33 kV T/F Bay Module

Erection of GIS Bus Bar extension

132 kV Bus Bar extention including Adapter Module integration.

36 kV 3 Phase Bus Bar with PT including adopter module integration

Erection of Lightening Arrestors

198 KV Polymer type surge arrestor

30 KV Polymer type Surge arrestor

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

132/33 KV Transformer Control & Relay Panel (SAS)

Intergration of C&R Pannel with Existing SAS

laying of 132 KV Single Core 630 Sqmm Copper Conductor XLPE Insulated Corrugated Aluminium sheathed Power Cable.

Work of Termination Kit Suitable for 132 KV 630 Sqmm Cable with all (132 KV T/F Side)

Work of Termination Kit Suitable for 132 KV 630 Sqmm Cable with all Accessorries.(GIS End)

Erection of Three Phase Link box with or without SVL

Laying of Single Core 500 sqmm Copper Conduct PVC insulated 6.6 KV grade Earthing Cable

Laying of 33 KV Single Core 630 Sqmm Copper Conductor XLPE Power cable (Armoured)

Work of 36 KV Termination Kit at Both Ends for 1x630 Sqmm XLPE Cable(Outdoor+Indoor)

Erection of 0.2 S Accuracy ABT Energy Meter(Samast) For HV and LV

Laying of Earthing Rod and Flat

40 MM MS ROUND Bar For earthmat

40 mm MS ROUND Bar Electrode

75x12 mm M S Flat

50x6mm M S Flat

50x6mm CU Flat

Laying & termination of 1.1 KV Armoured Copper Control Cable

2Cx2.5sqmm

4Cx2.5sqmm

6Cx2.5sqmm

10Cx2.5sqmm

Laying and Termination of 1.1 KV Armoured Aluminium Power Cable

4 Cx16 sqmm

Laying and termination of 1.1 KV Armoured Aluminium Power Cable

3.5 Cx95sqmm

3.5 Cx50sqmm

Erection of Lattice Structure

Erection of 36 KV Post Insulators

Total (Rs.) :

Seal of Company

Full Signature …………………………………………………………….

Designation ……………………………………………………………….

Name of Bidder:

BILL OF QUANTITY (Schedule-Q3)

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.

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.

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.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

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)

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

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.

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)

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).

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

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

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

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

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

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 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.

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)

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)

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.

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.

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

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.

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

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

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

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)

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

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.

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.

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

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

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.

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.

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) .

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.

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) .

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only).

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).

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).

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

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

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.

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.

Total (Rs.):

Special Conditions : -

1. Tenderers are advised to visit the site of work and make themselves acquainted with the site conditions. No claim whatsoever shall be entertained after submission of tender . 2. Tenderer shall quote rates inclusive of all type of taxes (Income Tax, Labour cess, Royalty, No entry zone fees etc.) only GST shall be paid extra. 3. No idling charges shall be paid for contractual period as well as extended period. 4. Rates quoted by Tender will remain firm till completion of scope of work of contract, is any item of work required to complete the scope of work shall be deemed included in the scope of work and rates, if not available in the bill of quantity shall be finalized by SE, ECTC, Noida as per relevant clause. 5. Quantities are approximate and may vary up to any extent on either side as per requirement of the site conditions or may not be executed at all for which no extra claim shall be entertained. 6. All the above work shall be executed as per U.P.P.W.D., U.P.P.T.C.L. specifications or as directed by Engineer-in–charge. 7. The work may be carried in energized S/s area having high voltage installations contractor must employ trained supervisor and labour to work in such electrical hazardous area . All risk to men and material shall be contractor’s responsibility. Insurance of labour & T&P shall be borne by the agency. 8. Contractor shall register his labour engaged in construction work in the office of Dy. Labour Commissioner Only registered Labour in Labour Commissioner office shall be employed. If any labour not registered then it will be registered within 24 hours.

9. MS scrap received against dismantled RCC/RB work will be issued to the contractor@ 30.00/Kg. 10. In dismantling of brick work, 60% bricks, 28% brick bats and 12% debris will be treated as recovered. Bricks shall be issued to contractor @3100/per thousand and Brick Bats @1050/Cum and debris at free of cost. 11. Post concrete testing shall be carried out by department on completion of the work by IIT/ HBTI/ NABL approved laboratory. Final bill shall be prepared, if and only if results will found as per IS standard and all expenditure is the responsibility of the firm. If results are not satisfactory then agency will be recommended for black list and work is dismantled and reconstructed on the expenditure of the firm/ contractor. 12. Contractor has to put up all relevant drawing to SE (Civil) Noida for approval at his own cost the drawing shall be vetted by IIT/Engineering collage nothing shall be paid extra for it. 13. As per G.O. no.622/23-12-2012-2 Audit/08 TC date 08.06.2012, Contractor has to deposit extra security performance guarantee, If the tendered rate are found below to the department rates. 14. As per section 171of CGST Act, 2017 any reduction in rates of Tax of any supply of the goods are service of the benefit of input tax credit shall be passed on to the recipient by the way of commensurate reduction in prices. Hence supplier/Manufacturer to ensure to pass the benefit reduced prices to UPPTCL. Further price quoted by supplier/manufacturer is subject to security under above section 15. A security of 10% of the agreement shall be deducted from running bill of agency. Which shall be released after six months of successful completion of work. 16. The agency shall deposit the proof of GST payment, if not, then their next payment cannot be released by corporation. 17. Receipt for royalty payments for coarse sand and, 20 mm stone blast, earth etc. shall be deposited by agency with each bill, in absence of this, royalty shall be deducted from their bill with penalty, if any. 18. No labour will stay in substation area. 19. All Labour with valid Aadhar card will enter through gate pass in 220/132kv sub-station and will leave the sight neat & clean condition in afternoon. No night shift shall be allowed due to hazardous condition.. 20. A COVID help desk shall be maintained by the agency during currency of contract with Mask, Sanitizer, Reporting Register and Thermal Scanner, if disposable Mask is used then it shall be disposed of as per Govt. of India guidelines as time to time . 21. The labours working in the energize switch yard will use Gum Boots , Insulating Gloves, Helmet etc. labours if proper safety measures not followed then the firm will be panelized.

Seal of Company

Full Signature …………………………………………………………….

Designation ……………………………………………………………….