Loading
Loading…
Loading…
Tender Value
₹34.6 Cr
EMD Value
₹69.3 L
Closing Date
20 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
GATISHAKTI
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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 or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for 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 or substantially completed any one of the following categories of work(s) 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 each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2) 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. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
Defination of Similar Work :- Any Civil Engineering work involving construction of Bridge with span of 12.2 M or above excluding Foot Over Bridge
11 conditions
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.
Maintenance Period: 04 (FOUR) YEARS.
03 ROB works on Itarsi - Jabalpur section of Jabalpur Division of WCR. (1) Construction of Road Over Bridge at LC No. 231 at Km 790/33-35 on JBP - ET section (Span 1x30M+1x24M) Composite Girder (2) Construction of Road Over Bridge at LC No. 234 at Km 805/10-12 on JBP - ET section (Span 2 x 36M) Composite Girder (3)Construction of Road Over Bridge at LC No. 239 at Km 823/5- 7 on JBP - ET section (Span 1 x 30M +1 x 18M) Composite Girder
CPM-GSU-JBP-02-2026
CPM-GSU-JBP-02-2026
Open
Works - General
24 Months
Jabalpur, Madhya Pradesh
₹0
₹69.3 L
20 Apr 2026
24 Mar 2026
6 Apr 2026
49 items across 3 schedules · ₹42,22,98,354.52 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ3 | cum | 300.00 | 341.29 | 1,02,387 |
| 2 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 600.00 | 401.27 | 2,40,762 |
| 3 | All kinds of soils | cum | 2092.00 | 212.37 | 4,44,278.04 |
| 4 | Soft rock (not requiring blasting) | cum | 450.00 | 451.73 | 2,03,278.5 |
| 5 | Hard rock (blasting prohibited ) | cum | 150.00 | 1,262.78 | 1,89,417 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 270.00 | 3,518.41 | 9,49,970.7 |
| 7 | 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 | 892.50 | 3,480.72 | 31,06,542.6 |
| 8 | Abutment & Pier | cum | 1168.00 | 3,550.29 | 41,46,738.72 |
| 9 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 793.00 | 3,585.08 | 28,42,968.44 |
| 10 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 720.00 | 3,515.51 | 25,31,167.2 |
| 11 | 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 | 150.00 | 319.74 | 47,961 |
| 12 | 1200mm diameter | Metre | 2200.00 | 9,604.6 | 2,11,30,120 |
| 13 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 240.00 | 1,35,950.59 | 3,26,28,141.6 |
| 14 | 1200mm diameter pile | Metre | 200.00 | 5,120.55 | 10,24,110 |
| 15 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 75.00 | 3,054.51 | 2,29,088.25 |
| 16 | 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 | 4500.00 | 749.27 | 33,71,715 |
| 17 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 1860.00 | 969.58 | 18,03,418.8 |
| 18 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 4020.00 | 118.44 | 4,76,128.8 |
| 19 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 3000.00 | 8,178.81 | 2,45,36,430 |
| 20 | With Soffit level From 9m above Bed Level to12m above Bed Level | cum | 310.00 | 3,689.44 | 11,43,726.4 |
| 21 | For 80mm expansion | Metre | 168.00 | 10,570.96 | 17,75,921.28 |
| 22 | 100mm dia. Drainage Spouts | Metre | 450.00 | 1,462.49 | 6,58,120.5 |
| 23 | Supplying and laying 160mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. | Metre | 450.00 | 669.37 | 3,01,216.5 |
| 24 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 886.00 | 1,49,423.65 | 13,23,89,353.9 |
| 25 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT | 886.00 | 4,910.23 | 43,50,463.78 |
| 26 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 12000.00 | 187.18 | 22,46,160 |
| 27 | On new girder during fabrication | Sqm | 10500.00 | 839.39 | 88,13,595 |
| 28 | Providing and fixing railing used in rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 mm 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 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item. | Kg | 6000.00 | 133.24 | 7,99,440 |
| 29 | With epoxy concrete grouting. | Kg | 900.00 | 154.1 | 1,38,690 |
| 30 | 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 one 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 | 75.00 | 1,18,205.77 | 88,65,432.75 |
| 31 | 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 | 110.00 | 1,28,651.97 | 1,41,51,716.7 |
| 32 | Stenciling of Girders with black / blue lettering over yellow background with ready mix paint w.r.t. details of executed inspection, greasing and painting, other details as directed by Engineer in-charge Note: Payment will be per cm height of each letter | Each | 120.00 | 48.87 | 5,864.4 |
| 33 | Supply and laying of quarry dust including 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. | cum | 140.00 | 1,033.01 | 1,44,621.4 |
| 34 | Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. | Metre | 300.00 | 449.93 | 1,34,979 |
| 35 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 120.00 | 42.81 | 5,137.2 |
| 36 | Open / Pile / Well Foundation for piers/abutments | Set | 3.00 | 46,158.85 | 1,38,476.55 |
| 37 | RCC Bed Block | Set | 3.00 | 14,182.14 | 42,546.42 |
| 38 | Foundation and sub-structure for RCC retaining wall, abutment and approach slab | Set | 3.00 | 31,441.53 | 94,324.59 |
| 39 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 150.00 | 830.66 | 1,24,599 |
| Schedule total | ₹27,63,29,009.02 | ||||
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
LetterForMaintanancePeriodof4years.pdf
ATTACHMENT
ACSNo.1to9IRGCCApril2022_compressed.pdf
ATTACHMENT
AdditionalsplconditionsforReinforcementSteel.pdf
ATTACHMENT
Annexure-BVIB.pdf
ATTACHMENT
ContractorsMB-RlyBoardletter_1.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
StampDutyofBGforBidSecurityandePerformanceGurantee.pdf Stamp Duty of BG for Bid Security
ATTACHMENT
CTIndianRailwaysStandardGeneralConditionsofContractApril- GCC ACS no 10
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
tenderdocument.pdf
ATTACHMENT
StampDutyofBGforBidSecurityandePerformanceGurantee.pdf
ATTACHMENT
2025_03_04RBCE_CE-I-CTIndianRailwaysStandardGeneralConditionsofContractApril-2022AdvanceCorrectionSlipNo_10ACS-10.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 .