Loading
Loading…
Loading…
Tender Value
₹91.9 Cr
EMD Value
₹1.8 Cr
Closing Date
14 Sept 2026, 3:00 pm
Yes (up to 2 members)
No
Two Packet System
Normal Tender
Yes
02/09/2026 08:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS II
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or "V" whichever is less crores; whereV= Advertised value of the tender in crores of RupeesN= Number of years prescribed for completion of work for which bids have been invited.The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.The tenderers shall submit requisite information as per Annexure-VIII, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formulated as Annexure-D. Tenderer shall furnish Annexure-V and annexure-XIX both duly certified by Chartered Accountant.
(a)The tenderer must have successfully completed/substentially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, ora One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than Rs. 2 crore each. The tenderer shall submit the completion certificate as per proforma given in annexure-IV-A or IV-B or IV-C as applicable or in the format containing all information as required as per the Annex. IV-A or IV-B or IV-C. Note :- Criteria for the completed work/Substantially completed has been given in the General instructions in the tender document.
Defination of Similar Work :- Civil/Composite work involving construction of formation (cutting/filling/blanketing) and/or construction of bridges.
64 conditions · 10 needing a document upload
Mandatory in case Bid security amount is prescribed in STD Para 5.1.2 - The Bid Security shall be deposited in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- XXXII and shall be valid for a period of 90days beyond the bid validity period.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
In case the tenderer is (i)Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' - shall be exempted from payment of Bid security deposit and shall submit certified copy of the registration/ Valid document issued by DIPP (mandatory if applicable)
In case the tenderer is (iii) Labour Cooperative Societies - shall deposit only 50% of the Earnest Money Deposit and shall submit certified copy of the registration/ Valid document issued by the relevant Ministry/ Labour commission (mandatory if applicable).
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
I/We have read the various conditions to tender attached here to and agree to abide by the said conditions. I/We also agree to keep this tender open for acceptance for a period as mentioned in NIT header from the date fixed for opening the same and in default thereof, I/We will be liable for forfeiture of my/our "Bid security". I/We offer to do the work for North Western Railway, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within time period as mentioned in the NIT Header from the date of issue of letter of acceptance of the tender.
I/We also hereby agree to abide by the General Conditions of Contract-2022 corrected up- to- date and to carry out the work according to the Special Conditions of Contract and Indian Railways Unified Standard Specifications (Materials and Works) 2 0 2 1 as corrected up-to-date, Unified Standard Schedule of Rates of North-Western Railway - 2021 as corrected up-to-date & C P W D DSR-2023 and Specification 2019 (for the present contract)
I/We have read in detail the various conditions as detailed in clause 5 "Completion Period" of "Additional Special Conditions "of tender and confirm here toand agree to and abide by the said conditions. The proposed work as detailed in scope of work, mentioned in milestones & specified in the contract documents should be completed within 14 months from the date of issue of the acceptance letter including monsoon as per Milestone. Resource mobilization by the agency will be arranged in amanner that the works can be commenced in parallel in all block section from Jaloda Jageer to Nimach section. If the contractor fails to complete the work as per given milestone in para 5 of "Additional Special Conditions" of tender, Railway will be entitled without prejudice to any other right and remedy available on that behalf, to recover damages as per clause 17B of SGCC.
Additional work for completion and commissioning of Jaloda Jageer- Nimuch NL section including Earthwork in Bank/Cutting, Blanketing, Protection Works, ROB/RUB Approaches, Platforms, Platform Shelters, Station Buildings, Circulating Area, Drain, Retaining wall, Quarter works and other Ancillary Works connection with Bari Sadri-Nimach via Chhoti Sadri New Line Project under Ajmer Division of North Western Railway.
BI-NMH-T-09R~NWR
BI-NMH-T-09R
Open
Works - General
8 Months
Udaipur, Rajasthan
₹0
₹1.8 Cr
21 Aug 2026
21 Aug 2026
31 Aug 2026
2 Sept 2026
199 items across 3 schedules · ₹58,54,81,565.93 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing moisture content to OMC, mechanical compaction to specified density dressing of bank to final profile as R D S O Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under item shall be made based on the cross section measurements calculated with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | to as the and per this (i) | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 125000.00 | 227.72 | 2,84,65,000 |
| 2 | Mechanical manufacturing blanketing material by using only hard and durable stone crushed mechanical crusher to different gradations, wet mixing of the same designed proportion in Pug mill or mix plant to have uniform gradation including all incidental transportation, laying over finished formation uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as RDSO Specification RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard durable stone into desired gradation designed proportion. | of cum in in wet in per No. and of | 26000.00 | 1,728.03 | 4,49,28,780 |
| Earthwork in excavation mechanical means (Hydraulic Excavator)/Manual Means foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming bottom, getting out the excavated material, back filling in layers with approved material and consolidation the layers by ramming and watering etc. including all lift, disposal surplus soil up to a lead of 300m, types of shoring and strutting with labour and material complete as drawing and technical specification 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 other miscellaneous structures connection with Gauge Conversion, Doubling, New lines. | by for of of of all all per as and in | — | — | — | |
| 3 | All kinds of soils | cum | 35600.00 | 210.9 | 75,08,040 |
| 4 | Soft rock (not requiring blasting) | cum | 4000.00 | 439.13 | 17,56,520 |
| 5 | Hard rock (requiring blasting) | cum | 75600.00 | 799 | 6,04,04,400 |
| 6 | Hard rock (blasting prohibited ) | cum | 1500.00 | 1,218.51 | 18,27,765 |
| Providing and laying in position Plain cement concrete of specified Nominal M i x f o r miscellaneous works like side drains, foundation for OHE masts other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work to plinth level : | and up | — | — | — | |
| 7 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 2600.00 | 2,845.47 | 73,98,222 |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone- III) : 4 graded stone aggregate 20 mm nominal size) | cum | 4700.00 | 2,936.59 | 1,38,01,973 |
| 9 | P r o v i d i n g and laying in position machine batched, machine mixed machine vibrated Cement Concrete 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 RCC raft foundation & Pile including finishing, using Plasticiser approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall made extra under relevant item. Plasticiser shall invariably be used approved proportion to increase workability with minimum possible quantity of cement for all grade Design Mix Concrete unless it specifically approved citing reasons not using plasticiser at the stage Mix Design and in that case deduction shall be made as per relevant item. | cum and of in cap in and be 2. in of is for of | 7851.00 | 2,919.59 | 2,29,21,701.09 |
| P r o v i d i n g and laying in position machine batched, machine mixed machine vibrated Cement Concrete 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 the following Reinforced cement concrete structural elements up height of 9.0 m from foundation level, including finishing, using Plasticiser in approved proportions per IS:9103), to modify workability without impairing strength and durability complete as specifications and direction of Engineer in charge. Note: 1. Payment for cement, reinforcement 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 stage of Mix Design and in that case deduction shall be made as relevant item. | and of for to top (as per the and the per | — | — | — | |
| 10 | Wing wall and Return wall | cum | 6366.00 | 2,999.09 | 1,90,92,206.94 |
| 11 | Providing and fixing Weep Holes 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 specifications and as directed Engineer-in-Charge. | in Metre per by | 5000.00 | 262.24 | 13,11,200 |
| 12 | Providing and laying in position machine batched, machine mixed machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings technical specifications to satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall made extra. | cum and in and the be | 400.00 | 2,919.59 | 11,67,836 |
| 13 | Providing and applying two coats coal tar or bitumen confirming IS:3117- latest version on the top sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with labour and materials complete job directed by the Engineer. | of Sqm to and all as | 3000.00 | 178.84 | 5,36,520 |
| Centering and shuttering including strutting, propping etc. and removal form for : | of | — | — | — | |
| 14 | All types of bridge sub-structures, 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 5m above ground level | e.g. Sqm to | 69000.00 | 715.17 | 4,93,46,730 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 15 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 6700.00 | 7,801.51 | 5,22,70,117 |
| 16 | Pozzolana Portland Cement approved brands/makes | MT | 2300.00 | 7,294.44 | 1,67,77,212 |
| Supply of steel reinforcement approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position binding all complete. | of and | — | — | — | |
| 17 | Thermo-Mechanically Treated bars grade Fe-500D or more of approved brands/makes. | of Kg | 1150000.00 | 107.01 | 12,30,61,500 |
| 18 | Providing Flood Level Gauges abutments and piers, made by 20mm thick 1:4 cement plaster for a width not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under- side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by Engineer in- charge excluding cost cement which shall be paid extra. | on Sqm of all the of | 100.00 | 589.15 | 58,915 |
| Providing and fixing in position Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown drawing with contractor's pipes, bitumen, tools, equipment, lead, etc. complete as per specifications and as directed by Engineer in-charge. | GI in lifts | — | — | — | |
| 19 | 50mm dia. Drainage Spouts | Metre | 50.00 | 605.56 | 30,278 |
| 20 | Providing and fixing railing used rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 nominal dia including cost of M.S. angle and channels in vertical posts, welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 30Microns, followed by one coat Zinc Chrome red oxide conforming IS:2074 with DFT of 25 Microns with material, labour, T&P as a complete job. Note: Cost of painting shall paid extra under relevant item. | in Kg mm 25- of to all be | 5000.00 | 113.99 | 5,69,950 |
| 21 | Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. | MT one | 30.00 | 1,17,253.89 | 35,17,616.7 |
| 22 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and Technical Specifications (filter media to be paid separately under relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum laid of the | 12000.00 | 3,091.44 | 3,70,97,280 |
| 23 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with labour and material complete job per drawing and technical specification of RDSO Guidelines. | cum all as | 26917.00 | 2,577 | 6,93,65,109 |
| 24 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with materials, labour, tools, scaffolding, lead and lift etc. including writing complete. | Each all all | 200.00 | 303.85 | 60,770 |
| 25 | Providing cast in-situ plaques bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as complete job. | for Each 2 a | 10.00 | 1,308.64 | 13,086.4 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, excluding earthwork with all labour and material as a complete Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | but job. | — | — | — | |
| 26 | 600mm dia. | Metre | 5000.00 | 3,207.91 | 1,60,39,550 |
| 27 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work all respect. Payment boulder/cobbles will be done extra. | cum in for | 10000.00 | 411.68 | 41,16,800 |
| Supplying & fixing of Anti-Skid MS Stainless Steel chequered plates un- ballasted deck bridge as approved drawings, with matching grade stainless steel fasteners directed by Engineer-in- Charge, new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers | / on per as on | — | — | — | |
| 28 | Anti-Skid Stainless Steel chequered plate conforming to latest IS: 6911, Symbol 409 M, minimum 6mm thick (excluding bead height) with bottom and top pattern conforming IS: 3502, 1A with bead height minimum 0.8 mm - on New Bridges per RDSO drawings. | Kg ISS flat to of as | 9500.00 | 210.57 | 20,00,415 |
| 29 | Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded riveted to back support of two 600mm long horizontal angles of size 25mm 25mm x 3mm & two numbers metre long vertical support of Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends proper fixing in ground. Vertical supports of board shall be embedded i n ground in M 20 Cement Concrete blocks of size 300mm x 300mm 300mm, complete job including painting & writing of subject matter bridge board, as directed by Engineer In charge Note: Excavation & concrete work will be paid separately. | Each or x 2.5 MS for x on - | 10.00 | 3,607.28 | 36,072.8 |
| Schedule total | ₹58,54,81,565.93 | ||||
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
AdditionalSPECIALCONDITIONSOFNSITEMS.pdf Additional SPECIAL CONDITIONS OF NS
ATTACHMENT
GCC-2022CorrectionSlip5to12.pdf
ATTACHMENT
standardTenderdocuments_1.pdf
ATTACHMENT
SafetycircularNWR.pdf
ATTACHMENT
CONDITIONMASTERVersion-11.4.pdf
ATTACHMENT
GCC2022uptoACS4.pdf
ATTACHMENT
AdditionalSPECIALCONDITIONSOFNSITEMS.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].