Construction of 02 Nos. 132kV GIS Line Bays (Outdoor) at 132kV Substation Tilhar

Total Prices of supply of equipments & materials (Schedule-1)

Total Prices of Handling, Erection, Testing & Commissioning Charges (Schedule-2)

Total Prices of supply of mandatory spares (Schedule-3)

Total Prices of civil works (Schedule-4)

Total Prices (1+2+3+4)

Total Prices including 18% GST (5+6)

Place:

Designation:

Common Seal:

Marked cell are required to filled by the bidders

Tender Specification No. : ESD-667

Bidder Name :

SCHEDULE- 1 (SCHEDULE OF QUANTITIES AND PRICES SUPPLY OF EQUIPMENT & MATERIALS)

( All Prices are in Rupees )

Unit Ex-Works Prices

Outdoor GIS Feeder bay Module

145kV, 1600A, 40KA for 3 sec SF6 gas insulated outdoor feeder bay module each comprising of SF6 gas insulated circuit breaker(1600A), current transformer (800/400/200/1-1-1A), bus-bar disconnectors with common grounding switch, line disconnector with one normal safety grounding switch, & one high speed fault make grounding switch, Local Control Cubicle, PT, SF6 gas monitoring system for complete bay. Three 1–phase SF6 ducts and gas insulated terminal connection for connecting 3 nos of single phase 630sq.mm XLPE cable with cable termination enclosure etc. and accessories to complete feeder bay module as per technical specification.

145kV, 1600A, 40KA for 3 sec SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker(1600A), current transformer (800/400/200/1-1-1A), bus-bar disconnectors with common grounding switch, line disconnector with one normal safety grounding switch, & one high speed fault make grounding switch, Local Control Cubicle, PT, SF6 gas monitoring system for complete bay. Three 1–phase SF6 ducts and gas insulated terminal connection for connecting 3 nos of single phase 1000 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle etc. and accessories with GIS to complete feeder bay module as per technical specification.

145kV SF6/Air Bushing 1 Phase

SF6 gas bottles (40kg each) in non-returnable vessels

Simplex type Control & Relay Panel for 132kV Feeder bay (SAS based)

Optical fibre for SAS

120 KV Surge Arresters (Polymer type)

145kV Potential Transformer

132kV Line Control and relay Panels (SAS Based)

145KV, 6KN Polymer BPI

HT CABLE and Termination Kit

ISOLATOR

1.1kV Grade PVC Aluminium conductor armoured power cables alongwith lugs, glands etc.

1.1kV Grade PVC Copper conductor armoured control cables alongwith lugs, glands etc.

Grounding/ Earthing System

70 KN Anti fog Disc Insulator

Conductor

Hardware and Fittings

Illumination System for Switchyard (LED Type)

150W LED Floodlight alongwith Fixture

100NB size of MS pipe of Jindal/Tata make B class for hydrant water pipeline complete with elbow, Tee, reducer flanges etc. As per site requirement

PERFORATED TRAY for supporting control cables

Total

Place:

Signature

Designation:

Common Seal:

Marked cell are required to filled by the bidders

Tender Specification No. : ESD-667

Bidder Name :

SCHEDULE- 2 (SCHEDULE OF QUANTITIES AND PRICES FOR Handling, Erection, Testing & Commissioning Charges)

145kV, 1600A, 40KA for 3 sec SF6 gas insulated outdoor feeder bay module each comprising of SF6 gas insulated circuit breaker(1600A), current transformer (800/400/200/1-1-1A), bus-bar disconnectors with common grounding switch, line disconnector with one normal safety grounding switch, & one high speed fault make grounding switch, Local Control Cubicle, PT, SF6 gas monitoring system for complete bay. Three 1–phase SF6 ducts and gas insulated terminal connection for connecting 3 nos of single phase 630sq.mm XLPE cable with cable termination enclosure etc. and accessories to complete feeder bay module as per technical specification.

1250A SF6 Insulated 3 phase Busduct from GIS disconnector up to SF6/Air Bushing

145kV SF6/Air Bushing 1 Phase

SF6 gas bottles (40kg each) in non-returnable vessels

Simplex type Control & Relay Panel for 132kV Feeder bay (SAS based)

Optical fibre for SAS

120 KV Surge Arresters (Polymer Type)

145kV Potential Transformer

132kV Line Control and relay Panels (SAS Based)

145KV, 6KN Polymer BPI

ISOLATOR

HT Cable & accessary

1.1kV Grade PVC Aluminium conductor armoured power cables alongwith lugs, glands etc.

1.1kV Grade PVC Copper conductor armoured control cables alongwith lugs, glands etc.

Grounding/ Earthing System

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

Hardware and Fittings

Conductor

Hardware and Fittings

Illumination System for Switchyard (LED Type)

100NB size of MS pipe of Jindal/Tata make B class for hydrant water pipeline complete with elbow, Tee, reducer flanges etc. As per site requirement

PERFORATED TRAY for supporting control cables

Integration of C&R Panel with existing SAS

Total

Place:

Signature

Designation:

Common Seal:

Marked cell are required to filled by the bidders

Tender Specification No. : ESD-667

Bidder Name :

SUPPLY OF MANDATORY SPARES

( All Prices are in Rupees )

Unit Ex-Works Prices

Outdoor Termination Kit suitable for 145kV, 1core, 630sq.mm. XLPE Copper Cable

Total

Place:

Signature

Designation:

Common Seal:

Marked cell are required to filled by the bidders

Tender Specification No. : ESD-667

Bidder Name :

SCHEDULE- 3 (SCHEDULE OF QUANTITIES AND PRICES FOR CIVIL WORKS)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift..(DSR2.25a )

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.for all kinds of soil.(DSR No. 2.26.1)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete..(DSR No. 2.27)

Providing and laying cement concrete 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) All work up to plinth level excluding the cost of centering, shuttering and finishing. (DSR No. 4.1.2)

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.10)

Providing and laying in position of 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, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. (DSR No. 5.1.2)

Reinforced cement concrete 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) in walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing. (DSR No. 5.2.2)

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).(DSR No. 5.3)

Centering and shuttering including strutting, propping Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc etc. and removal of form for (DSR No. 5.9.2)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR No. 5.9.3)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR No. 5.9.6)

Mild steel and Medium Tensile steel bars for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(DSR No. 5.22.1)

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) (DSR No. 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 1:6 (1 cement : 6 coarse sand). DSR No. 6.1.2

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) With F.P.S.(non modular) bricks DSR No. 6.3.1

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 1:4 (1 cement :4 coarse sand) DSR No. 6.13.2

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 250x10 mm DSR No. 9.97.2

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm DSR No. 9.100.1

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.(DSR No. 10.2)

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. DSR No.11.2

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.1.00 mm thick with zinc coating not less than 275 gm/m² DSR No. 12.1.1

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1)

Neat cement punning. : DSR No. 13.18

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (DSR No13.48.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (DSR No13.50.3)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work. (DSR No13.52.2)

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. (DSR No. 13.62.1)

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. (DSR No13.80)

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. (DSR No16.1)

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 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).DSR 16.76

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 DSR 16.78.2

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia piles DSR No. 20.3.2

Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles DSR No.20.4.2

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 4.0 mm thickness (weight not less than 10kg/sqm) (DSR No 21.3.1)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness DSR No. 21.4.1

Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.DSR No. 22.22A

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.DSR No. 25.1

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.(DSR NSI 2)

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(DSR NSI 13)

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) .(DSR NSI 14)

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. (NSI No.15)

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) . (NSI No. 16)

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 ) (DSR NSI 22)

Fixing of template in position level and alignment for grouting of Anchor bolt in Main structure structure (labour rate only). (NSI No. 23)

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure (labour rate only). (NSI No. 24)

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) (DSR NSI 25)

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (DSR NSI 34)

4 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 (DSR NSI 36)

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 (DSR NSI 37)

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. DSR NSI 58

Total

Rupees Sixty Four Lakh Twenty Nine Thousand Nine Hundred Twenty Four Only (GST EXTRA)

Conditions:

1.The quantities are tentative and may vary to any extent or deleted during execution as per actual approved lay out plan & site condition.

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

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

4.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.

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

6.The amount of scrap steel recovered from dismantling shall be issued to contractor/ firm at 1/3rd of rate in prevailing/pertaining SOR.

7. Rates in BOQ Are exclusive of GST. Labour Cess shall be borne by contractor.

8. All civil work shall be execute according to the approved drawing of UPPTCL.

9. All civil work shall be carried out as per UPPTCL/UPPWD specifications.

10. Rates quoted by the contractor shall be Inclusive of all charges/contingencies that may be encountered at the site. Only GST bill be paid extra as applicable.

11. The Contractor will submit all papers of royalty related to the material use at site in divison office .

12. Drawing if required will be submitted by the contractor for approval by completent authority the cost of which shall be borne by the contractor.

14 . The contractor will make necessory arrangements of testing of material cubes or any other testing as per direction on engineer in charge and submit 3 copies of test results in division office. The cost of which will be borne by the contractor.

Marked cell are required to filled by the bidders