Loading…
Loading…
Tender Value
₹14.5 Cr
EMD Value
₹29.0 L
Closing Date
18 Jun 2026, 4:00 pm
Construction of LHS in lieu of LC Nos. 12 & 17 (MB-CH) and LC No. 51 (CH-HGJ) under ADEN/CH.
66-DRM-MB-26-27
66-DRM-MB-26-27
Open
10 Months
Unknown (Unspecified Location)
₹0
₹29.0 L
25 May 2026
25 May 2026
4 Jun 2026
Supplying and packing pea gravel.
Development of tubewell by air compressor of minimum capacity 250 psi until clear water is obtained.
Complete item rate for making Arrangement of light to work in night hours as and 3 when requires with generator of 600 VA including all necessary lighting, cable, fuel, operator, transporting of all men and machines all taxes etc. So nothing extra will be paid except the accepted rates whatsoever the case may be. Payment shall be made for actual working hours of generator. Per Track
Dismantling of existing track 60Kg / 52 Kg / 90 R / 75R rails with CST 9 / Twin block / PRC / ST / Wooden sleepers etc. of any density including removing of track , rails of any length , 4 welded panels or single , sleepers with all fittings and fastening complete , removal of stone ballast , with contractors own labour , tools and plants , materials , and stacking the released material if required in store of SSE / P. way as per direction of engineer - in charge . Including all leads , lifts , ascents , descents , crossing of track or nallahs or such obstruction as a complete job under running traffic condition . this item also includes dismantling of SEJ / glued joint / RDSO joint as the case may be . Per Track
Assembling , linking and laying of BG track 60Kg / 52 Kg / 90 R ( New / SS ) rails of single / 3 rail panel or any other rail length on PRC sleepers with density of 1340/1540/1660 sleeper 5 per TKM on newly laid box bridge including filling of ballast , laying of PRC sleepers , rails and fittings , packing track and maintaining track to other relevant track parameters in accordance with IRPWM and as per direction of Engineer in -charge complete in all respect and as per instruction contained in special tender conditions . The work is to be carried in traffic block and the rate includes dressing of newly laid ballast cushion , initial packing to required longitudinal and transverse grading to bring to fairly good geometry and allowable track tolerance Per Track
"Two rounds of through packing doing all operations of Systematic Through Packing For BG track with 52KG / 60KG / 90R / 20 rail panels / 3 rail panels / single rails / LWR rails on PRC / Wooden / Metal sleepers etc. with any type of track structure , including boxing and dressing of ballast provided for cushion 200mm / 250mm / 300mm and stipulated profile for LWR / SWR curves / single rails as per IRPWM / LWR manual as directed by the Engineer - in - Charge including first and second packing at required interval , squaring of sleepers ensuring correct spacing , gauge , alignment , longitudinal and cross levels with boxing etc. complete to bring the track to required 6 tolerances so as to make the track fit for the speed of 50KMPH including all lead , lifts , handling and re - handling etc. of track and points and crossing under working traffic conditions or on newly laid track as a complete job . NOTE : Payment schedule will be as under : ( a ) 40 % payment will be made on completion of 1st.through packing . ( b ) 10 % balance payment will be made after picking up stacks & maintaining the track in good geometry up to one month after commissioning of line for traffic .. ( c ) 30 % payment will be made on completion of 2nd through packing after making the track tolerances within the range defined in special conditions / specifications including boxing , dressing and stipulated ballast profiling and making track fit for the speed of 45 KMPH . ( d ) 20 % payment shall be released after one month from opening the track for rail traffic or handing over the track to open line , whichever is earlier including rectifying all the defects as instructed by the Engineer at site."
Putting of ballast in track uniformly from the stack lying along the cess as per 7 requirement including boxing , dressing as per latest specifications or as per directions of engineer - in - charge at all heights , depths , ascends , descends , all type of xings , or any other obstruction with contractors own tools and plants , labour complete job . Lead 0 to 200 M
Rebate for dismantling structural posts in fencing, Mild steel , CC Cribs , Mild steel plates , MS angle, channels, RS joists, service girder. and any other steel structure etc. With 8 contractors own labour, Dismantling work shall be executed without disturbing the existing structure and ensure proper safety precautions at site during the dismantling and leading the released materials. All dismantled/ released material will be the property of the contractor. The rate includes all labour , leading and disposal of the released material.
Supplying and fixing Galvanisehed steel/ Galvanised self supporting sheet in roofing made from mild steel having thickness minimum0.80 BMT having coating of zinc/Aliminium+zinc 9 including cutting to size and shap including fixing. The rates shall includes al cost of materials, taxes, labour, tools, plants, fixtures and machinary,all lead and lift transportation, fixture etc.Complete and fixing as per direction of engineer in charge at size.Note:-Contractor will have to be submit the design of the roofing for approval of the Railway. roofing shall be provided only after getting it approved from the raiway.
Providing and fixing sheet piles including designing, cutting, fixing fabrication of steel sheet pile of required shape & size, thickness, depth and height, loading, leading, unloading assembling and driving as per site conditions with use of vibrio hammer (for excavation of earth for casting of thrust bed) & pulling out of sheets of sheet pile as directed by site engineer including all labor, material, diesel & all consumables, taxes and repair if any etc., as a complete job. NOTE- 1. 10 Loss due to any kind (i.e. cutting of extra length of sheet) or loss of any sheet while driving in/ out of the sheet pile is to be borne by the contractor & Railway has no responsibility of the same and nothing extra will be payable to contractor and nothing extra will be payable for making earth platform for working of vibrio hammer. 2- After use of sheet pile the sheet will become the property of the contractor. This item considers rental/ usage charges of the material of sheet pile. Contractor shall submit design and drawing of sheet pile by reputed consultant and approved by Railway. Note- The quantity of sheet pile, which retained earth shall only be paid under this item.
Item Breakup - A-NRUSSOR Items
cum Earthwork 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.
6510.00 except rock
45.00 mixing of naturally available suitable soil including additional blending with naturally a v a i l a b l e or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest correction slips. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately.
186.00 reflective tape in horizontal direction, duly secured/tight with vertical posts. Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge.
60.00 before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. Total 970088.91 Item- 2 All items of Sub Head-2 (Bridge Works-Substructure) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.
24.00 undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. Conducting laboratory Tests on collected soil samples as per relevant IS code
Each MORADABAD DIVISION-ENGINEERING/NORTHERN RLY
Each Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.
cum Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :
300.00 : 3 graded stone aggregate 20 mm nominal size)
300.00 graded stone aggregate 20 mm nominal size)
300.00 graded stone aggregate 40 mm nominal size). Providing and laying in position 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) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
cum MORADABAD DIVISION-ENGINEERING/NORTHERN RLY
300.00 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.
150.00 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.
6.00 142757.80 placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for pier/abutment complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re-handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. Dry/Wet Sinking of Circular Wells (Other than pneumatic method) in all types of strata except hard rock requiring blasting including bailing and pumping out water, removal of excavated soil with all labour and material required for sinking as per drawing and direction of the Engineer in charge, disposal of surplus soil in the adjoining bank/embankment.
cum MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (Cast in-Situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in the following elements of well i n c l u d i n g finishing, using 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. 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.
5418.00 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. N o t e : 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.
330.00 or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :
4317.00 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 Supply and using Cement at Worksite
Portland Cement approved brands/makes MORADABAD DIVISION-ENGINEERING/NORTHERN RLY
53 approved brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
380049.00 Fe-500D or more of approved brands/makes. Total 75091454.31 Item- 3 All items of Sub Head-3 (Bridge Works-Super Structure (RCC)) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No
915.00 box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer- in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Total 3664080.90 All items of Sub Head-4 (Bridge Works-Super Structure (Steel)) of USSOR-2021 (Except banned Item- 4 item) S No. Item Description of Item Unit Qty Rate Amount No MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%
48.00 159122.64 Girder (Steel Work) Total 7637886.72 Item- 5 All items of Sub Head-5 (Bridge Works-Misc.) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No
264.00 consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.
381.00 opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra. Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).
Metre MORADABAD DIVISION-ENGINEERING/NORTHERN RLY
381.00 (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in- charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. Total 1899172.89 Item- 6 All items of Sub Head-16 (Small Track Machines) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No Quick 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 Cutter will 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)
Each Drilling 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 24.04.1991.
Each Total 35538.03 Item- 7 All items of Sub Head-17 (Handling of Materials) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.
111.00 Km for every subsequent Km or part thereof and up to 10 Km Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres.
111.00 contractor's Rail Dolly/Dip Lorry. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Transportation 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.
9.00 over item no. 172057 Km Total 284663.97 Item- 8 All items of Sub Head-19( Bridge Related Activities) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No
45.00 twist in the foot of guard rails for fixing guard rails on bridge as directed. Total 3104.10 Item- 9 All items of Sub Head-21 (Miscellaneous Items) of USSOR-2021 (Except banned item) S No. Item Description of Item Unit Qty Rate Amount No Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.
120.00 with minimum 1.10 cum bucket capacity
30.00 crane of 12T capacity for misc. works of handling of material
45.00 or other misc. works.
5328.00 cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 223502.61
Item Breakup - B-DSR Items
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
GCC-2022.pdf
ATTACHMENT
HQletterdated10.02.2025.pdf HQ letter
ATTACHMENT
RailwayBoardLetter.pdf
ATTACHMENT
SpecialCondition.pdf
ATTACHMENT
GCC-2022ACSUPTO11NOS.pdf GCC correction slip
ATTACHMENT
STDUptoACS11.pdf
ATTACHMENT
HQletterdated10.02.2025.pdf
ATTACHMENT
GCC-2022ACSUPTO11NOS.pdf
ATTACHMENT
Download all tender documents and submit your bid