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| 1 | Schedule for Addition of 02 Nos. 220kV GIS Feeder Bay at 220kV HGIS/GIS Jewar, Noida against E-tender specn No. SD-1033 Bidder's Name and Address : SUMMARY OF THE QUOTED BID PRICES Sl. No. DESCRIPTION Amount (in Rs.) |
| 2 | Total Price for Supply of Equipments and Material Q -1 |
| 3 | Total Price for Handling, Erection, Testing & Commissioning Charges Q -2 |
| 4 | Total Price for Electrical works |
| 5 | % Discount, if any on Electrical works |
| 6 | Discount in Rs. on Electrical works |
| 7 | NET Price for Electrical works |
| 8 | Price for Civil Works (Q3) |
| 9 | % Discount , if any on civil works |
| 10 | Discount in Rs. on civil works |
| 11 | NET Price for Civil works |
| 12 | Net Lum Sum Bid Price (Elect+Civil) after Discount Date : Place : Name: ……………………………………………………………………… Designation: ……………………………………………………………………….. Seal:……………………………………………………………………………….. Schedule for Supply of Equipments for additional 02 Nos. 220 KV Line Feeder Bay at 220 KV Sub Station Jewar (Q1) Sl. No. Item/ Equipments along with all accessories as per specifications Unit Qty Unit F.O.R. destn. Prices in Rs. (Including Pkg,fwdg,freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/ IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.) (5+7) Total FORDestinationPriceswith GST (Rs.)(4*8) |
| 13 | 245kV GIS Equipments |
| 14 | Feeder Bay Module: 245 kV,1600A,40kA for 3 sec SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),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, Line GIS VT(220kV/110V), 198kV Line GIS surge Arrestors, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 630 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete feeder bay module as per technical specification. |
| 15 | Bus Bar Extension for connecting with existing bus bar : 245kV, 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. |
| 16 | 245KV 2000 A SF6 bus duct with all fixing arrangement from GIS module to Bus bar |
| 17 | Suitable SF6/Air Bushing for connecting 220kVwith Bus duct with all fittings and accessories |
| 18 | Supply of 1.1kV PVC FRLS Armoured Power and Control Cables A) Armoured Aluminium Power Cables i 2Cx6 mm2 Metre 100.0 ii 4Cx16 mm2 Metre 100.0 B) Armoured Copper Control Cables i 2Cx2.5 mm2 Metre 3000.0 ii 4Cx2.5 mm2 Metre 3000.0 iii 6Cx2.5 mm2 Metre 3000.0 iv 10Cx2.5 mm2 Metre 4500.0 |
| 19 | 220kV Simplex Type Feeder Control & Relay Panels with Ethernet Switch and optical fiber (Main I: Differential Protection and Main-II Differential Relay) and 02No. Additional Differential relay for other end bay. |
| 20 | 220kV Bus Bar Protection panel |
| 21 | 220kV,630 mm2, XLPE Power Cable indoor termination kit (GIS end) |
| 22 | 0.2S Class ABT Energy Meter |
| 23 | Structure |
| 24 | MS FLAT 75x10 MM |
| 25 | MS FLAT 50x6 MM |
| 26 | MS FLAT 25x6 MM |
| 27 | EOT Crane |
| 28 | PG Clamp Tarantulla/Zebra |
| 29 | Single Suspension fitting suitable for Tarantulla Total (Rs.) : Note : 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. Seal of Company Full Signature …………………………………………. Name …………………………………………………….. Designation ………………………………………………. Date ……………………………………………………………… Schedule for Installation of Equipments for additional 02 Nos. 220 KV Line Feeder Bay at 220 KV Sub Station Jewar (Q2) Sl. No. Item/ Equipments along with all accessories as per specifications Unit Qty Unit F.O.R. destn. Prices in Rs. (Including Pkg,fwdg,freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/ IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.) (5+7) Total FORDestinationPriceswith GST (Rs.)(4*8) |
| 30 | 245kV GIS Equipments |
| 31 | Feeder Bay Module: 245 kV,1600A,40kA for 3 sec SF6 gas insulated feeder bay module each comprising of SF6 gas insulated circuit breaker (1600A), current transformer (1000-800-500-300/1-1-1-1-1A),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, Line GIS VT(220kV/110V), 198kV Line GIS surge Arrestors, SF6 gas monitoring system for complete bay. Three 1–phase SF6 gas insulated terminal connection for connecting 3 nos of single phase 630 sq mm XLPE cable with cable termination enclosure, Local Control Cubicle and accessories with GIS etc. to complete feeder bay module as per technical specification. |
| 32 | Bus Bar Extension for connecting with existing bus bar : 245kV, 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. |
| 33 | 245KV 2000 A SF6 bus duct with all fixing arrangement from GIS module to Bus bar |
| 34 | Suitable SF6/Air Bushing for connecting 220kVwith Bus duct with all fittings and accessories |
| 35 | Supply of 1.1kV PVC FRLS Armoured Power and Control Cables A) Armoured Aluminium Power Cables laying and termination i 2Cx6 mm2 Metre 100.0 ii 4Cx16 mm2 Metre 100.0 B) Armoured Copper Control Cables laying and termination i 2Cx2.5 mm2 Metre 3000.0 ii 4Cx2.5 mm2 Metre 3000.0 iii 6Cx2.5 mm2 Metre 3000.0 iv 10Cx2.5 mm2 Metre 4500.0 |
| 36 | 220kV Simplex Type Feeder Control & Relay Panels with Ethernet Switch and optical fiber (Main I: Differential Protection and Main-II Differential Relay) and 02No. Additional Differential relay for other end bay alongwith integration with existing SCADA at both ends. |
| 37 | Erection and Augmentation of existing 220kV Bus Bar Protection scheme |
| 38 | 220kV,630 mm2, XLPE Power Cable indoor termination kit (GIS end) |
| 39 | 0.2S Class ABT Energy Meter |
| 40 | Structure |
| 41 | MS FLAT 75x10 MM laying |
| 42 | MS FLAT 50x6 MM laying |
| 43 | MS FLAT 25x6 MM laying |
| 44 | EOT Crane |
| 45 | PG Clamp Tarantulla/Zebra Erection |
| 46 | Single Suspension fitting suitable for Tarantulla |
| 47 | Jumpering as per site requirement Total (Rs.) : Note : 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. Seal of Company Full Signature …………………………………………. Name …………………………………………………….. Designation ………………………………………………. Date ……………………………………………………………… |
| 48 | 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 all lift , as directed by Engineer-in-charge. (2.6.1) |
| 49 | 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 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil(2.26.1) |
| 51 | 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.(2.25) |
| 52 | 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) |
| 53 | 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) (4.1.8) |
| 54 | 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 (5.1.2) |
| 55 | 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)(5.2.2) |
| 56 | Cement bonded wood particle board 6mm thick as per IS : 14276, 150 mm wide |
| 57 | 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).(5.3) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete.( 5.9.1) |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(5.9.2) |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including Suspended floors, roofs, landings, balconies and access platform(5.9.3) |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Lintels, beams, plinth beams, girders, bressumers and cantilevers. (5.9.5) |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts. 2 (5.9.6) |
| 63 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 64 | 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-500 D or more. (5.22.6) |
| 65 | 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-500 D or more. (5.22A.6) |
| 66 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 67 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 68 | 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) (6.1.1) |
| 69 | 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) |
| 70 | 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) |
| 71 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work |
| 72 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 73 | 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. |
| 74 | 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.(10.2) |
| 75 | 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 |
| 76 | Providing and fixing ball bearing for rolling shutters. |
| 77 | 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete(10.25.1) |
| 78 | 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(10.25.2) |
| 79 | 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(11.3.1) |
| 80 | 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. |
| 81 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 82 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick |
| 83 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick |
| 84 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. completeSize of Tile 600x600 mm |
| 85 | 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 |
| 86 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (13.4.1) |
| 87 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 88 | 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. (13.80) |
| 89 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 90 | 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). (13.46.1) |
| 91 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 92 | Painting with synthetic enamel paint of approved brand and manufacture 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(13.62.1) |
| 93 | 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(15.7.4) |
| 94 | 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)15.2.2 |
| 95 | 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.15.3 |
| 96 | 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.15.60 |
| 97 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 98 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. |
| 99 | 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. |
| 100 | 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 |
| 101 | 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 |
| 102 | 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 |
| 103 | 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 |
| 104 | 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 |
| 105 | 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 |
| 106 | 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 |
| 107 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door |
| 108 | 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) :For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 109 | 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)For Shutter and windowPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 110 | 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 |
| 111 | Providing and fixing glazing in aluminium door, Window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basi item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 112 | 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 |
| 113 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 114 | Providing & laying of 2 mm thick epoxy flooring with chemcical (conpro EP 2P,conpro EP 36,conpro EPSL1) including all materials, labour & T&P etc. required for proper completion of work. |
| 115 | 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(NSI 9.12) |
| 116 | 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) . (NSI 9.13) |
| 117 | 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 9.14) |
| 118 | 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 9.15) |
| 119 | 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) . (NSI 9.30) |
| 120 | Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (NSI 9.31) |
| 121 | Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only). (CSI No. 9.32) |
| 122 | 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).(NSI 9.33) |
| 123 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (NSI 11.16) |
| 124 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (NSI 11.18) |
| 125 | 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 (NSI 13.28) |
| 126 | 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. (NSI 20.11) |
| 127 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. |
| 128 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 129 | Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge. |
