Tender For Construction And Handing Over Of Fob And Walkway Work With Covering In Connection With “Redevelopment Of Udhna Station At Udhna Of Mumbai Division In Western Railway.
Tender Value
14.48 Crore
Estimated cost
Bid Submission
01 Sep 2023
0 days left
EMD
30.50 Lakhs
Bank guarantee accepted
Document Fee
18290
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
udhna → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Handing Over Of Fob And Walkway Work With Covering In Connection With “Redevelopment Of Udhna Station At Udhna Of Mumbai Division In Western Railway.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Aug-2023 | CORRIGENDUM-1 | Technical Bid | 01-Sep-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork |
| 2 | EXCAVATION :Earth work in excavationby mechanicalmeans (Hydraulicexcavator) for all kind of Soil including all labour, materials,dressingof sidesand including Shoring, Strutting,disposalor stacking,leveling and neatly dressingas directedby Engineer-in-Charge of surplus excavatedmaterialwithin a lead of 500 M etc includingprovidingtemporarysupports to existing service lines like water pipes, sewerage,electric cables, etc.,all materialstools, tackles and labour allcomplete and as directedby Owner/Engineer-in-Charge for followingdepth.(Note- Rates shal be including of Doing Hard Barrication before start of Work) |
| 3 | From grade level upto 1.5m depth |
| 4 | Depth exceeding1.5m but not exceeding3.0m |
| 5 | Depth exceeding3.0m but not exceeding4.5m |
| 6 | Depth exceeding4.5m but not exceeding6.0m |
| 7 | EXCAVATION :Earth work in excavationby Manual means (Hydraulicexcavator) for all kind of Soil including all labour, materials,dressingof sidesand including Shoring, Strutting,disposalor stacking,leveling and neatly dressingas directedby Engineer-in-Charge of surplus excavatedmaterialwithin a lead of 500 M etc includingprovidingtemporarysupports to existing service lines like water pipes, sewerage,electric cables, etc.,all materialstools, tackles and labour allcomplete and as directedby Owner/Engineer-in-Charge for alldepth.s(Note- Rates shal be including of Doing Hard Barrication before start of Work) |
| 8 | 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 as per site condition and directed by Engineer-in-charge |
| 9 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., any lead and lift. |
| 10 | All kinds of soil |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 12 | Disposal of Excavated earth/ moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for any lead and lifts, complete as per directions of Engineer-in-charge for the following. |
| 13 | Carriage beyond 500 M & up to 1 KM |
| 14 | Carriage beyond 1KM & up to 2 KM |
| 15 | Carriage beyond 2KM & up to 3 KM |
| 16 | Carriage beyond 3KM & up to 5 KM |
| 17 | Disposal of Excavated earth/ moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for any lead and lifts, complete as per directions of Engineer-in-charge. |
| 18 | Excavating, supplying and filling of good earth (including royalty) by mechanical transport upto any lead also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 19 | Dewatering with pumps of adequate HP including suction delivery Pipe & DG Sets, Diesel, man-power etc.. All complete so as to dewater the foudations as directed by Engineer-In-Charge (Note: For payment Running time of Pump will be only considered). |
| 20 | Providing and laying in a compact manner 200 mm thick Rubble soling in plinth using average 80 to 100 mm size stones, including filling in the voids with largest possible stones, covering and levelling the surface with sand/ layer of murum, dry compaction followed by watering topping up with sand / murram and consolidation with mechanical plate compactor etc. all complete as directed by Engineer-In-Charge. |
| 21 | Plain Cement Concrete |
| 22 | CONCRETE - P.C.C :Providingandlayinginpositionreadymixedplaincementconcretenominalmixusing40mmanddowngradedcoarse aggregate, with cement content as per approved design mix frombatching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer,manufactured as per mix design of specified grade forplain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shutteringandfinishing,including cost ofcuring,admixtures in recommendedproportions asper IS:9103to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - chargefor any thickness below footings,plinth beams,slab, pilecaps,foundations,trenches,pits &sumps etc.as levelling course, filling material |
| 23 | PCC 1:5:10 |
| 24 | PCC 1:4:8 |
| 25 | PCC 1:3:6 |
| 26 | PCC 1:2:4 |
| 27 | PCC M20 |
| 28 | Reinforced Cement Concrete |
| 29 | Formwork |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 31 | Providing and fixing of centering and shuttering including strutting, propping, removal of formwork for all types of structures including foundations, footings, columns, Walls (any thickness), suspended floors, roofs, stairs, balconies and access platform, Shelves (Cast in situ), Lintels, beams, plinth beams, cantilevers including all the shuttering materials, and staging materials etc.all complete as directed by EIC. |
| 32 | All works upto plinth / platform level : |
| 33 | Above plinth / platformlevel |
| 34 | Extra for shuttering in circular work |
| 35 | Steel Reinforcement |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto any lead and lift. |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 38 | Design Mix Reinforced cement Concrete |
| 39 | CONCRETE - R.C.C :Providing and laying in position readymixed concrete with corrosion inhibitors for reinforced cement concrete workinfoundations, Columnbeams,slab,boxculverts, etcandothercast-in-situworksincludingvibrating,tamping,curing,using ordinaryPortlandCement/PortlandPozzolonaCement,coarseaggregatewith20mmanddowngradedaswellasfine aggregate derived from natural sources and cement content as per approved design mix from batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. |
| 40 | All works upto plinth level (including providing and mixing of Permeablity reducing Admixture of approved Make) |
| 41 | Concrete of M25 grade as per approved Mix Design |
| 42 | Concrete of M30 grade as per approved Mix Design |
| 43 | Concrete of M40 grade as per approved Mix Design |
| 44 | All works above plinth level upto any Height |
| 45 | Concrete of M25 gradeas per approved Mix Design |
| 46 | Concrete of M30 grade as per approved Mix Design |
| 47 | Concrete of M40 grade as per approved Mix Design |
| 48 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it\"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -inCharge. (Material shall confirm to ASTM 6063). |
| 49 | Floor Joint of 150 mm gap |
| 50 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-InCharge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). |
| 51 | Wall Joint of 150 mm gap |
| 52 | Supply and laying non-shrinking cementitious grout with a minimum crushing strength of 60 N/mm2 under base plates, base frames or other anchoring elements for structures and / or machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the workas per drawings / specifications and as directed by Owner/ EIC. The non shrink groutshall be laid as per approved vendor\"s specification |
| 53 | Masonry Work and Plaster |
| 54 | Proviiding and laying of flyash Brick work for foundation below plinth level includingstaging, finishing etc all complete as directed by EIC. |
| 55 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 56 | Proviiding and laying of flyash Brick work for foundation above plinth level including cement mortar of 1:4 , staging, finishing etc all complete as directed by EIC. |
| 57 | Half brick masonry with FlyAsh bricks in foundations and plinth in : |
| 58 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 59 | Half brick masonry with FlyAsh bricks in superstructure above plinth level up to floor V level. |
| 60 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 61 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 62 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm thick or above with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). |
| 63 | Providing and laying of 12 mm thick cement plaster including hacking, staging etc. all complete as directed by EIC.: |
| 64 | 1:4 (1 cement: 4 fine sand) |
| 65 | Providing and laying of 6 mm cement plasterincluding hacking, staging etc. all complete as directed by EIC.: |
| 66 | 1:3 (1 cement : 3 fine sand) |
| 67 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 68 | Painting and Cladding |
| 69 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 70 | New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 71 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : |
| 72 | Two or more coats on new work |
| 73 | 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. |
| 74 | Providing and fixing approved GRANITE STONE in cladding & coping (shotblasted, polished & honed finish, 20mm thk.) fixed with approved low VOC content adhesive including rubbing, polishing and grout (to match color of stone) etc. all complete. |
| 75 | Flooring Work |
| 76 | Providing and laying 40mm Thick Flamed/Horned Granite with/without pattern/motif(10%) stone Flooring With Pattern in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings. 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 : |
| 77 | Providing and laying 20mm Thick Flamed Horned Granite stone Flooring With Pattern in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings. 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 : |
| 78 | Extra for round nosing/ moulded edges (as per approved design) to Granite stone slabs |
| 79 | Providing and laying machine cut chissel dressed kota stone slab of approved shade infloor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete. |
| 80 | 40mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST. |
| 81 | 40mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST. |
| 82 | Plumbing |
| 83 | WATER SUPPLY |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 85 | 50 mm nominal dia Pipes |
| 86 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.: |
| 87 | 40 mm dia nominal bore |
| 88 | 50 mm dia nominal bore |
| 89 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 90 | 40 mm nominal bore |
| 91 | Horizontal |
| 92 | 50 mm nominal bore |
| 93 | Horizontal |
| 94 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 95 | 32mm diameter pipe |
| 96 | 40mm diameter pipe |
| 97 | 50mm diameter pipe |
| 98 | Hand Railing & Exterior Partition |
| 99 | 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 100 | Providing and fixing Tougheened Glass 06mm Thk along with Railing including all fittings and fixtures |
| 101 | Providing and fixing Tougheened Glass 12mm Thk along with Railing including all fittings and fixtures |
| 102 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) board Jali, CNC (Computer numeric control) routed of approved design & Colour by Engineer in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/ cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall not be paid separately. |
| 103 | External Structure Glazing |
| 104 | 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). |
| 105 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels including: |
| 106 | (a) Structural analysis, design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and proper fixing of structural glazing system with the RCC/ masonry/structural steel framework of building structure, using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacturer, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design checked and all the shop drawings vetted by the Principals of the structural glazing system.The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. |
| 107 | Electrical |
| 108 | Wiring for light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface medium class PVC conduit,from suitable lighting Distribution Panel board and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 109 | Group – C |
| 110 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 111 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 112 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 113 | 4 x 10 sq.mm + 2 x 6sq.mm. earth wire |
| 114 | 4 x 16 sq.mm + 2 x 6sq.mm. earth wire |
| 115 | Supply, Installation, Testing & Commissioning of recess mounted round LED luminaire 40W watt, made of die cast aluminium alloy body having white powder coating , IP42 rated, Lumen output of 4800lm, as per technical specifications , Fixture comply to latestIS /IEC Standrads |
| 116 | Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, copper tube, having single prong at top, with 85mm dia 6 mm thick copper base plate including holes etc. complete as required. |
| 117 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. |
| 118 | Providing and fixing GI tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as required. (for horizontal run). |
| 119 | Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as required. (For vertical run.) |
| 120 | Providing and fixing testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long with 4 Nos. of G.I. bolts, nuts, check nuts and spring washers etc. complete as required. |
| 121 | Providing and laying G.I. tape, 32mm x 6mm thick, from earth electrode directly in ground as required. |
| 122 | Earthing with G.I. earth pipe 4.5 metre long, 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement etc. with charcoal or coke and salt complete as required. |
| 123 | Steel Work |
| 124 | Providing, Fabricating, Assembling, Painting, Hoisting and Erecting of Structural Steel in Rolled section / built up section without paint (Top coat) finishProviding, Fabricating, Assembling, Painting, Hoisting and Erecting in position including detailing of built upsection & platesas approvedmake, built up section & plates conforming to IS 2062(Grade Yst 350/ Yst 355) or equivalent etc as per approved Drawing using SAW/SMAW/MIG welding process, including transportation, cutting, threading, machining, all leads and lifts up to all heights, tools and plants and necessary scaffolding etc. required for all operations involved.The structural members shall be painted ( external surface only) with 240 DFT anti-corrosive protection coating using as approved make with first coat of primer barrier Zep grey 60 microns thick, second coat with Pen guard express MIO red 180 microns thick , upto all heights including preparation of surface with grit/sand blasting upto Sa 2.5 grade (at least) of the structural steel member and through cleaning of the surface before application of primer/paint. The surface shall be ready to received top finish like vermiculite/ fire intumescent paint/ PU paint. (vermiculite/ fire intumescent paint/ PU paint shall be paid separately).The item shall be executed as per approved drawings and direction of the Engineer-in-Charge complete. (Note: The work shall be executed as per manufacturer\"s specifications wherever applicable, relevant code of practice and sound engineering practice).(Please note that the quoted rate is inclusive of liftingas requiredby usingcranes of adequate capacity and scaffolding or by any other means complete in all respects.)Steel work. |
| 125 | Providing and fixing bolts of approved grade of including nuts and washers complete |
| 126 | For Grade 4.6 conforming to IS 1367 (Part 1/2/3) |
| 127 | For Grade 8.8 conforming to IS 1367 (Part 1/2/3) |
| 128 | For Grade 10.9 conforming to IS 1367 (Part 1/2/3) |
| 129 | Builtup section made from Structural Steel and Plates without paint (Top coat) finishProviding, Fabricating, Assembling, Painting, Hoisting and Erecting in position including detailing of Built Up Section made from Plates, Structural Steel of approvedmake, conforming to IS 2062 (Grade Yst 350/ Yst 355) or equivalentin the profile shaped as per approved drawings with special plate connector, pinion joints, Plates, sections etc. using SAW/SMAW/MIG welding process, including transportation, cutting, threading, machining, all leads and lifts up to all heights, tools and plants and necessary scaffolding etc. required for all operations involved.The Built Up Section shall be painted ( external surface only) with 240 DFT anti-corrosive protection coating using as approved make with first coat of primer barrier Zep grey 60 microns thick, second coat with Pen guard express MIO red 180 microns thick , upto all heights including preparation of surface with grit/sand blasting upto SA 2.5 grade (at least) of the structural steel member and through cleaning of the surface before application of primer/paint. The surface shall be ready to received top finish like vermiculite/ fire intumescent paint/ PU paint. (vermiculite/ fire intumescent paint/ PU paint shall be paid separately).The item shall be executed as per approved drawings and direction of the Engineer-in-Charge complete. (Note: The work shall be executed as per manufacturer\"s specifications wherever applicable, relevant code of practice and sound engineering practice).(Please note that the quoted rate is inclusive of liftingas requiredby usingcranes of adequate capacity and scaffolding or by any other means complete in all respects.) |
| 130 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 131 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 132 | M.S. tube |
| 133 | G.I Pipes |
| 134 | Providing and fixingdeck slab consist of 0.8 mm thick galvanizedcorrugated steel deck sheet of approved profile confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). |
| 135 | Supplying and applying water based Fire intumescent paint fire tested in accordance with Certifier/BRE/BS 476 Parts 20-22as approved make @ DFT dependent on HP/a ratio of structural steel with zinc phosphate primerto give additional anti-corrosive protection having VS of 73% - 83% as approvedapplied over abrasive blasted surface and surface preparation up to a standard ofSa2.5 (ISO 8501-1:1988) or SSPC-SP6 at 75 micron and GIRIHA/ LEEDV4 /Green Building norms Compliant for VOC Content and VOC Emissions polyurethane finish paint as approved having volume solid of 72% - 73% @ 50 micron of the required shade over Structural Steel Works at all levels including storage, surface preparation by sand blasting, degreasing, cleaning, drying, providing temporary staging, scaffolding, testing etc., all complete with all respectas desired and as per manufacturer specification and direction of Engineer in charge. The above products should confirm to GIRIHA/ LEEDV4 /Green Building norms. Application to be carried out by authorized manufacturer applicator or any other trained applicator as approved by the manufacturer and direction of Engineer in charge.For Two hrs fire rating |
| 136 | Painting with two components High Gloss Acrylic Polyurethane Finish Paint with Volume solids of minimum 63%, having VOC < 320 gm/litre, Hardtop XP or approved equivalent on steel work at internal/external locations., all complete as per manufacture\"s specifications and as per direction of Engineer-in-Charge.The DFT shall be 80 microns. |
| 137 | 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. |
| 138 | on Steel work |
| 139 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 140 | Two or more coats on new work |
| 141 | Performance of Non Destructive Testing by Radiography method of all sizes and thickness including providing and hiring of all equipments , supply of all consumables including radiography films, Labour with any other items required to perform theradiography as per specification of Butt Joint with minimum 4\" widex 7.5\" long film. |
| 142 | Performance of Non Destructive Testing by Ultrasonic Testing method of all sizes and thickness of plates including providing and hiring of all equipments , supply of all consumables graphs, Labour with any other items required to perform the Ultrasonic Testing as per specification |
| 143 | Dismantling work |
| 144 | Dismantling of old existing Plain cement concrete with tiles for wall, Flooring, subbase and paving etc.complete including transportation and disposal of Debris outside Railway premises to designated Muncipal Dumping Ground including all charges, as per specification and instructions of EIC. |
| 145 | Dismantling of old existing Reinforced cement concrete for wall, beametc.complete including transportation and disposal of Debris outside Railway premises to designated Muncipal Dumping Ground including all charges, as per specification and instructions of EIC. (Note:- TMT, Structural Scrap and usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 146 | Dismantling of old ExistingBrick Masonary Wall with Plaster including Tiles… etc complete including transportationand disposal of Debris outside Railway premises to designated Muncipal Dumping Ground including all charges, as per specification and instructions of EIC. |
| 147 | Dismantling old existing Structural steel work at any levelincludingAngles, plates, Grill & Rails etc all complete including transportationas directed by engineer Incharge. (Note:- TMT, Structural Scrap and usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 148 | Dismantling old existing GCI sheet Roofing at any levelincludingAngles, Battens, bolts etc all complete including transportationas directed by engineer Incharge. (Note:- TMT, Structural Scrap, GCI Sheet and usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 149 | Dismantling of old ExistingWooden Doors, Wooden Windows with Wooden Ventiletor etc all complete including transportationas directed by engineer Incharge.(Note:- usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 150 | Dismantling of old Existing Paver Block with Sand filling… etc complete as directed by EIC.(Note:- usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 151 | Dismantling of Aluminium Glass partition includingGypsum partical Board, Glass, Aluminium Windows & doors etc all complete including transportationas directed by Engineer incharge(Note:- usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 152 | Removing of SS hand Rail including embedded part from the floor etc all completeincluding transportation as directed by EIC. (Note:- usable Material shall be Handed over to Authority to their store/Godown with Proper Stacking) |
| 153 | Excavation of Trial Pit of Minimum 300 mm Width and 2 Mtr Depth by manually Excavation and taking all precations to expose the underground utilities and Cabbles including bailing out water. |
| 154 | Miscellaneous |
| 155 | Laying of Check Rail including Fixing of Bolts, Packing, etc along with all fixutures at existing Railway Tracks all Complete as per Instructions of EIC. |
| 156 | Roofing |
| 157 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 158 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 159 | Flashings/ Aprons.( Upto 600 mm) |
| 160 | Providing, supplying, erecting and fixing in position roof cutout / sky light /canopy as per drawings with multicell Polycarbonate sheet as approved make of minimum thickness 20 mm with 5 cells-6 wall/ 3X structure having wall flange and supporting wall thickness as per manufacturer specifications. |
| 161 | \"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\" |
AI Tender Summary
Tender Timeline
Aug 24, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 01, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 01, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 02, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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