Tender For Uplifting Of Railwlay Track And Muth, Construction Of Building And Other Allied Infrastructural Works For Development Of Railway Siding For Nspcl Pp-Ii Expansion (1X250 Mw)
Tender Value
4.51 Crore
Estimated cost
Bid Submission
01 Dec 2026
16 days left
EMD
9.03 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sundargarh → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Uplifting Of Railwlay Track And Muth, Construction Of Building And Other Allied Infrastructural Works For Development Of Railway Siding For Nspcl Pp-Ii Expansion (1X250 Mw)
BOQ
| Sl. No. | Item Description |
| 1 | Total Amount of BoQ 2 |
| 2 | Amount after unconditional Rebate |
| 3 | BoQ3 Schedule A - EARTHWORK IN FORMATION, ROADS etc |
| 4 | BoQ4 Schedule B - FOUNDATION & NON FOUNDATION CONCRETE WORK, SHUTTERING, PAINTING etc. |
| 5 | BoQ5 Schedule C - SUPPLY OF CEMENT |
| 6 | BoQ6 Schedule D - SUPPLY OF REINFORCEMENT STEEL |
| 7 | BoQ7 Schedule E - BUILDING (CIVIL), MUTH & ROAD WORKS |
| 8 | BoQ8 Schedule-F -NON SCHEDULE ITEM (HEALTH ASSESSMENT, SUPPLY & EXECUTION OF MUTH) |
| 9 | BoQ9 Schedule G - RAIL PAINTING, LUBRICATION OF RAILS,DISMANTLING OF TRACKS ETC. |
| 10 | BoQ10 Schedule H - NON Schedule ITEMS (SUPPLY OF BALLAST, LAYING & LINKING, PACKING etc). |
| 11 | BoQ11 Schedule I - Misc Item |
| 12 | Earthwork in filling Earthwork in filling in embankment, guide bunds, around buried typeabutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ2, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latestcorrection slips.Note:1) Payment for Earthwork under this item shall be made based on the actual cross section measurements calculated (i) with original ground profileof existing bank based on initial ground levels before doing benching nd (ii) final profile of the bank worked out with final levels as pe prevailing guidelines.2) Rate is inclusive of Royalty |
| 13 | Earthwork in cuttingEarthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge.Note:(i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment.(ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways.(iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. |
| 14 | In all conditions and classifications of soil except rock |
| 15 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos |
| 16 | Extra for CompactionExtra for mechanical compaction of soil in embankment with contractor's rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable and all labour as a complete job. The work is to be executed as per Latest edition of \\"Guidelines for Earthwork in Railway Projects\\" issued by RDSO, LucknowNote : This Item will also operate for compaction of Blanketing materials |
| 17 | Earthwork in excavationEarthwork in excavation by mechanical means (HydraulicExcavator)/Manual Means for foundations and floors of the bridges,retaining walls etc. including setting out, dressing of sides, ramming ofbottom, gettingout the excavated material, back filling in layers withapproved material and consolidation of the layers by ramming andwatering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and materialcomplete as per drawing and technical specification as directed byEngineer in charge.Note: This item will be used for excavation work in connection withother miscellaneous works also like side drains, foundation for OHEmasts and other miscellaneous structures in connection with GaugeConversion, Doubling, New lines. |
| 18 | All kinds of soils |
| 19 | Plain Cement Concrete 1:3:6Providing and laying Plain Cement Concrete 1:3:6 with graded stoneaggregate of 40mm nominal size, in foundation and floors, retainingwalls of bridges including mechanical mixing, vibrating, pumping andbailing out water where ever required with all materials and labourcomplete but excluding the cost of cement and shuttering as perdrawings and technical specifications as directed by Engineer.Note :Rate is inclusive of Royalty of minor minerals used |
| 20 | Providing M25/M30/M35 concrete (Cast insitu/Precast)Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.3. Rate is inclusive of Royalty of minor minerals used |
| 21 | Centering and shutteringCentering and shuttering including strutting, propping etc. and removal of form for : |
| 22 | All types of bridge sub-structures, e.g. pier, abutment, wing wall,retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level |
| 23 | Weep HoleProviding and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. |
| 24 | Ordinary Portland Cement 43 grade approved brands/makes |
| 25 | Supply of steel reinforcement of approved brands/makes for R.C.C. work includin straightening, cutting, bending, placing in position and binding all complete. |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. |
| 27 | Earthwork in Excavation:Earthworjk in excavation by mecanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as weel as 10 sqm on Plan) including getting out and disposal of excavated earth lead upto 50m and for all lift, as directed by Engineer-in-charge |
| 28 | All Kinds of Soil |
| 29 | Filling in Plinth (with available earth):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 m and lift upto 1.5 m. |
| 30 | FORM WORK:Centering and shuttering including strutting, propping etc. and removal of form for : |
| 31 | Foundations, footings, bases of columns, etc. for mass concrete |
| 32 | Suspended floors, roofs, landings, balconies and access platform |
| 33 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 35 | Brickwork:Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 36 | Plastering:12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 37 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)Note: Rate is inclusive of making groove along beams and columns for draining rainwater on outside of building |
| 38 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 39 | POP WorkProviding 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. |
| 40 | Doors (Mild Steel)Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 41 | Door Frame (UPVC- For Toilet)Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge. Extruded section profile size 42x50 mm |
| 42 | Door Shutter (UPVC- For Toilet)Providing and fixing to the existing door frame-24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 43 | Door Fiiting (UPVC- For Toilet)Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. |
| 44 | Window Frame (Aluminium work)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. Note: 1. 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. 2. The weight of aluminium extruded section shall be taken for purpose of payment. |
| 45 | Window Shutter (Aluminium work)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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.Note : 1.Payment will be made for weight excluding glazing2.Glazing will be paid separately under releavant item |
| 46 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including cost of EPDM rubber/ neoprene gasket required. |
| 47 | Annodised aluminimu (anodised transparent or dyed to required shade according to IS 1868, minimum anodic coating of Grade AC 15) |
| 48 | Window Shutter (Glazing work)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) |
| 49 | With float glass panes of 4.0 mm thickness |
| 50 | Mild Steel work 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. |
| 51 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 52 | Window (Grill)Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. Including prime coat of steel primer all completeFixed to opening/wooden frames with rawl plugsscrews etc. |
| 53 | Double Charge Vitrified Tiles Providing and laying Vitrified tiles in floor in 600 X 600 mm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size of Tile 600 x 600 mm. |
| 54 | Ceramic Glazed Tiles- Floor Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete. |
| 55 | Ceramic Glazed Tiles- Walls Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 56 | Rain water PipesProviding 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. |
| 57 | 110 mm diameter |
| 58 | CPVC PipeProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work |
| 59 | 15mm Pipe |
| 60 | 25mm dia nominal pipe size |
| 61 | Interior Painting (Plastered surface)Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour |
| 62 | New work(two or more coat) over and including water thinnable priming coat having VOC content less than 50gm/ litre |
| 63 | Exterior Painting (Plastered surface)Finishing walls with Acrylic Smooth exterior paint of required shade |
| 64 | 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 |
| 65 | Painting (Doors and Windows)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(Two or more coats on new work) |
| 66 | Roof Grading: Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 67 | Sanitary Installation (WC Pan)Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 68 | Sanitary Installation (Wash Basin)Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 69 | Sanitary Installation (Wash Bin Waste pipe)Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe |
| 70 | 32 mm dia |
| 71 | Sanitary Installation (CI Gully Trap)Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 72 | Sanitary Installation (Mirror))Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 73 | Sanitary Installation (SW Gully Trap)Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 74 | Sanitary Installation (Brass Shower)Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter |
| 75 | Sanitary Installation (Brass Bib cock)Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 76 | Sanitary Installation (Soap Dish)Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 77 | Sanitary Installation (Brass Shower Mixer)Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore |
| 78 | Water tank Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 79 | Water Supply Installation (Float valve)Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25mm nominal bore |
| 80 | Sanitary (Inspection Chamber)Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 81 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 82 | Sanitary (Soak Pit)Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 83 | GS Profile SheetProviding 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/m²Note:-The rate includes all machinery, labour, and transportation charges. |
| 84 | GI Profile Sheet (Ridge)Providing ridge or hips of width 60 cm overall width Plain GS sheet fixed with Polymer coated J or L Hooks, bolts and nuts, GI limpet and bituemn washer completeNote:-The rate includes all machinery, labour, and transportation charges. |
| 85 | 0.8mm thick with zinc coating not less than 275 gm/ sqm |
| 86 | Dismantling steel workDismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.Note-The rate includes all manpower, equipment etc completed in all respect |
| 87 | Supply and Errection of Structural WorkStructural 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. Note-The rate includes all manpower, equipment etc completed in all respect |
| 88 | Extra for marking of strctural steel work required to be re-erectedNote-The rate includes all manpower, equipment etc completed in all respect |
| 89 | Erection of Structural Steel Work Using Dismantled SectionsStructural 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. |
| 90 | Providing and fixing bolts including nuts and washers complete.Note-The rate includes all manpower, equipment etc completed in all respect |
| 91 | Steel Paint 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 Steel Work. |
| 92 | Cats eyeProviding and fixing Glow studs of size 100x20 mm made of heavy-duty body shall be molded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion-resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/-5) degrees to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4: 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.Note-The rate includes all manpower, equipment etc completed in all respect |
| 93 | Painting of carriageway and Pedestrian lanePainting runway/taxi tract/apron/Carriageway marking with adequate nos of coats to give inform finish with road marking paint of superior make as approved in Engineer In Charge i/c cleaning the surface from dirt , oil etc and other foreign materials and lining out completed.Note: It will also include the lane demarcation, pedestrian path, turns ,crossing etc and cost of Paints Note-The rate includes all manpower, equipment etc completed in all respect |
| 94 | Dismantling of Brick workDemolishing of Brickwork manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in Charge: In Cement mortar |
| 95 | Carriage of Materials |
| 96 | By Mechanical transport including loading, unloading and Stacking |
| 97 | Lime, moorum, building rubbish upto 5 Km |
| 98 | Extra for Lead beyond 5 km upto 10 km |
| 99 | Painting of Concrete SurfacesFinishing 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 works |
| 100 | Demolishing R.C.C. work 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. |
| 101 | Sign Boards:Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats ,providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate primingcoat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. |
| 102 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 103 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 104 | Drilling of holes, cleaning, supply & injection of approved chemical adhesive, and plantation of reinforcement bars of required diameter and length, including all labour, tools, and material cost complete |
| 105 | Conducting comprehensive structural health assessment of concrete in the existing MUTH structure and submitting a detailed diagnostic report. Based on the findings, the item includes formulating a specialized rehabilitation/execution methodology and preparing all necessary working drawings, fabrication detailing and Bar Bending Schedules for concrete beams and MUTH truss structures. The scope includes submission to the PMC/Engineer-in-Charge for final review and approval. The rate is complete in all respects, inclusive of all testing equipment, scaffolding, labour, materials etc. |
| 106 | Supply of SGCI insert RDSO Drg No. T-381, ALT/5Note: Rate including all labour, tools, and material cost complete |
| 107 | Making new pockets of 100*100*150 mm depth as required for grouting additional Inserts over the existing concrete surface of beam of Track Hopper.Note: Rate including all labour, tools, and material cost complete |
| 108 | Making epoxy leveling layer as required on top of the Beam (240*0.6*0.03)m Note: Rate including all labour, tools, and material cost complete |
| 109 | Grouting of SGCI Inserts in the existing hole on beam of Track Hopper with Grounting Compount (100*100*150 mm) size hole on existing Beam including cleaning of hole Note: Rate including all labour, tools, and material cost complete |
| 110 | Cutting liners for use at Fish plated joints Note: Rate including all labour, tools, and material cost complete |
| 111 | Laying 60 Kg. rail (single rail) over concrete 'Track Hopper' with standard fittings ensuring correct spacing of SGCI Inserts, fixing & tightening of Fish bolt & nuts and maintaining proper gauge, alignment, level (both cross & longitudinal ), expansion gap at rail joints. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, greasing and oiling of fish plates & fish bolts and nuts at fishing zone of the rail ends including supply of grease oil etc. complete in all respect. The rate should also be inclusive of carrying rails, fittings & fastenings with all lead, lift, ascent, descent, crossing road/Rly lines, etc. if necessary from RITES/ NSPCL Store Depot to site of work within a distance of 5 Km. |
| 112 | Laying 60 Kg. rail (single rail) over concrete 'Track Hopper' with standard fittings ensuring correct spacing of SGCI Inserts, fixing & tightening of Fish bolt & nuts and maintaining proper gauge, alignment, level (both cross & longitudinal ), expansion gap at rail joints. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, greasing and oiling of fish plates & fish bolts and nuts at fishing zone of the rail ends including supply of grease oil etc. complete in all respect. The rate should also be inclusive of carrying rails, fittings & fastenings with all lead, lift, ascent, descent, crossing road/Rly lines, etc. if necessary from RITES/ NSPCL Store Depot to site of work within a distance of 5 Km. |
| 113 | Transportation of Rail/ Sleepers and Other P-way materialsTransportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads.Note:1. Lead shall be the shortest motorable road length between the points of loading and unloading.2. Loading and unloading shall be paid extra under relevant items |
| 114 | Lead upto 5 Km |
| 115 | Loading of SleepersLoading of 52kg / 60kg PSC line and special sleepers upto 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead upto 250 metre and lift upto 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc.-In Wagon where mechanical handling is possible and traffic blockis not required or in Truck / trailer |
| 116 | Unloading of SleepersUnloading of 52kg / 60kg PSC line and special sleepers upto 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead upto 250 metre & lift upto 5 metre with contractor's labour, tools & plants, machinery, consumables etc. |
| 117 | From truck / Trailer |
| 118 | Loading of RailsLoading of Rails of any section and length upto 13m in Wagons/truck /trailor including lead upto 50m and lift upto 5m.In wagon where mechanical handling is possible and traffic block is not required or in Truck/TrailorIn Wagon where mechanical handling is possible and traffic blockis not required or in Truck/trailer |
| 119 | Unloading of RailsUnloading of rails of any section and length up to 13 metre, in neatmanner for Railway usage from departmental material train (DMT) orcontractor's / Railway's Truck/trailer including lead up to 50 metre, liftup to 5 metre and stacking in prescribed manner.From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer |
| 120 | Lubrication of Check Rail on curveLubrication of gauge face of rail on curves, cross overs, points &crossings, turn-in curves and at locations as required with contractor'sgrease graphite grade \\"O\\" IS 408 and as directed. |
| 121 | Dismantling of TrackDismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge |
| 122 | Hole Drilling on RailsDrilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge.Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991On running line |
| 123 | Cutting of RailsQuick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutterwill be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 60 Kg - 110/90 UTS - On Running Line |
| 124 | Placing of Sand BagsSupply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site |
| 125 | Recoupment of ballastRecoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge.Note: Payment shall be made based on ballast stack measurement. |
| 126 | For average lead up to 50m and lift up to 5m |
| 127 | Dismantling of existing BG turnouts:Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, ifany complete, as directed.Note:1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location.2. Rail cutting will be paid extra under relevant item.3. Laying of new turnout or plain track on prepared ballast bed, asrequired, shall be paid separately under relevant item. |
| 128 | 1 in 8½ Turnout (Under Traffic Block) |
| 129 | Assembling of BG Turnouts:Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of allcomponents, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge.Note: Required P.Way fittings shall be supplied at the NSPCL/RITES stores |
| 130 | 1 in 8½ Turnouts |
| 131 | Supply of Track ballastSupplying & stacking and spreading of 50 mm size Track Ballast (Machine Crushed Stone Ballast) all along and both sides of the siding alignment and at the locations nominated by the Engineer-in charge. The rate shall include all lead, lift, loading, unloading, stacking & spreading at desired location etc. complete. This item shall confirm with relevant special conditions and as per specification and as approved by the Engineer in charge.Note: 1. 75% of payment of ballast as per accepted rate shall be made after supply and stacking at site on levelled and cleaned surface and remaining 25% will be paid after spreading, dressing and bringing it to the correct profile.2. Rate is inclusive of Royalty |
| 132 | Laying of TracksLaying & Linking of SWR & fishplated BG straight or curved track with 60 Kg rail section and concrete sleeper with sleeper density 1660 per KM with standard fittings ensuring correct spacing of sleepers, fixing & tightening of fish bolts & nuts and maintaining proper gauge, alignment, level (both cross & longitudinal), expansion gap at rail joints, super-elevation where necessary and with one round initial through packing. The rate should be inclusive of Transportation of rails from RITES/NSPCL stacking point/stores to site of work as required, cutting of rails as required on straight and curved track for squaring of joints, drilling holes on web using proper template for fish plated joints, chamfering of drilled holes, greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc., maintaining of sleeper spacing, versine, super-elevation etc., shall also be marked by the contractor with yellow and black paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-charge at site. The unit of track meter consists both side rails, sleepers and all other fittings required thereof including provision of reference pillar at 100m apart on cess of the formation, tools and plant, labour, lead, lift etc, complete before opening to allow 20 kmph speed and as described by EIC. |
| 133 | Packing of Track:Manual through packing of newly laid tracks including level crossings, on straight or curve to a good geometry to conform to specified alignment & level and other track parameters including squaring of sleepers, slewing of tracks to correct alignment, gauging, tightening of fittings, fixing them in correct position, lifting of track if required to obtain the required longitudinal/cross levels and designed ballast cushion, packing below the sleepers & boxing to approved ballast profile with all tools & labours as a complete job. As the through packing is to be done on PSC sleepers track, all care be exercised to ensure that the sleepers are not damaged during packing. If the sleepers are damaged in the process of through packing the contractor will have to replace them at his own cost |
| 134 | a)First through packing |
| 135 | b)Second through packing |
| 136 | c)Third through packing |
| 137 | Packing of Points and X-ing Through packing of 1 in 8 1/2 Turn out/Sym.Spilt on kinds of sleepers with stone ballast to maintain correct alignment cross and lognitudinal levels as required, by maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tool and labour inclusive of all charges ( note-length of Turn out will be considered from center of 1st approach sleeper to the center of 4th exit sleepers) |
| 138 | a) First through packing |
| 139 | b) Second through packing |
| 140 | c) Third through packing |
| 141 | Buffer Stop:Construction of buffer end as per CE's deawing No.23772 with Rly's rail of 90R/52/60 kg with 1:3:6 concrete the rate includes cutting of rails of required length bending of rails as per the drawing, transportation of rails from Rly, store depot to site, fixing of PSC sleepers, fish plates nuts and bolts, white wash and painting of PSC sleeper excavation of foundation to the required depth etc including all taxes levies labour charges income tax sale tax etc complete ( PSC sleeper will be supplied by NSPCL) cement will be paid separately. |
| 142 | Any other unforeseen/miscellaneous items not covered under the above schedules shall be operated as per IRUSSOR-2021 / DSR-2023, as applicable. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysDec 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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