Loading
Loading…
Loading…
Tender Value
₹5.3 Cr
EMD Value
₹4.1 L
Closing Date
21 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
WORKS I
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of 'V/N' or 'V' whichever is less; where, V = Advertised value of the tender in crores of Rupees N = 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully 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 the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. . Note: Definition of "Similar Work" is as under: "Construction of RCC box bridges / pipe bridges / RUB / LHS by pushing method (any bridge work by pushing or pulling method / micro-tunneling)".
64 conditions · 5 needing a document upload
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.
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.
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).
The initial e-Reverse Auction ( e-RA) period as mentioned in the Clause no. 26.1 (b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority . (Applicable to the works and service tenders of value more than Rs. 50 crore.)
The auto extension period as mentioned in the Clause no. 26.1(b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority .(Applicable to the works and service tenders of value more than Rs. 50 crore.)
The Minimum Increment as mentioed in the Clause no. 26.1 (b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority . (Applicable to the works and service tenders of value more than Rs.50 crore.)
Construction of Box Type RUB (1 x 4.50 m x 4.00 m) at LC No. 71 at Km 97/310 in Debari-Ranapratap Nagar section of Ajmer Division.
DRB-UMRA-T-01~NWR
DRB-UMRA-T-01
Open
Works - General
12 Months
Udaipur, Rajasthan
₹0
₹4.1 L
21 Jan 2026
20 Dec 2025
26 Dec 2025
56 items across 5 schedules · ₹6,19,25,809.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum 449.60 | — | 210.9 | 94,820.64 |
| 2 | Soft rock (not requiring blasting) | cum 665.68 | — | 439.13 | 2,92,320.06 |
| 3 | Hard rock (blasting prohibited ) | cum 3994.09 | — | 1,218.51 | 48,66,838.61 |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum 765.39 | — | 2,845.47 | 21,77,894.28 |
| 5 | 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 in RCC raft foundation & Pile cap 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 563.04 | — | 2,919.59 | 16,43,845.95 |
| 6 | Wing wall and Return wall | cum 289.70 | — | 2,999.09 | 8,68,836.37 |
| 7 | Providing and laying Plain Cement Concrete 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. | cum 56.81 | — | 2,988.17 | 1,69,757.94 |
| 8 | Providing 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. | Metre 10.00 | — | 262.24 | 2,622.4 |
| 9 | 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. 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. | cum 476.88 | — | 3,211.55 | 15,31,523.96 |
| 10 | Providing and applying two coats of coal tar 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. | Sqm 867.90 | — | 178.84 | 1,55,215.24 |
| 11 | 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 | Sqm 3526.36 | — | 715.17 | 25,21,946.88 |
| 12 | Ordinary Portland Cement 43 grade approved brands/makes | MT 510.51 | — | 7,801.51 | 39,82,748.87 |
| 13 | Pozzolana Portland Cement approved brands/makes | MT 290.40 | — | 7,294.44 | 21,18,305.38 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg 168353.01 | — | 107.01 | 1,80,15,455.6 |
| 15 | Casting and installation of single/twin RCC 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. | cum 319.03 | — | 3,384.16 | 10,79,648.56 |
| 16 | Above 200 km | MT-Km 21600.00 | — | 5 | 1,08,000 |
| 17 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT 24.86 | — | 1,38,069.16 | 34,32,399.32 |
| 18 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg 180.00 | — | 180.45 | 32,481 |
| 19 | Supply of HTS holding down bolts with nuts, washer etc. | Kg 135.52 | — | 153.53 | 20,806.39 |
| 20 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT 5.68 | — | 1,29,631.69 | 7,36,308 |
| 21 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum 27.60 | — | 1,855.12 | 51,201.31 |
| 22 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum 18.00 | — | 3,082.74 | 55,489.32 |
| 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 all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum 544.87 | — | 2,577 | 14,04,129.99 |
| 24 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each 2.00 | — | 869.26 | 1,738.52 |
| 25 | 600mm dia. | Metre 10.00 | — | 3,207.91 | 32,079.1 |
| 26 | 900mm dia. | Metre 120.00 | — | 5,752.25 | 6,90,270 |
| 27 | Supplying, spreading and filling coarse sand (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. | cum 22.37 | — | 2,388.58 | 53,432.53 |
| 28 | 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 in all respect. Payment for boulder/cobbles will be done extra. | cum 142.14 | — | 411.68 | 58,516.2 |
| 29 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each 2.00 | — | 6,988.14 | 13,976.28 |
| 30 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each 2.00 | — | 6,008.27 | 12,016.54 |
| 31 | Supply, 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. | Each 500.00 | — | 13.24 | 6,620 |
| Schedule total | ₹4,62,31,245.24 | ||||
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
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 .