Loading
Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹33.8 L
Closing Date
11 Jun 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)
56 conditions · 6 needing a document upload
(i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids) (iii) Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-XVIA or VA of GCC. Non submission of above certificate by the bidder shall result in summarily rejection of his /their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying criteria mentioned in the Tender Document.
The accepted rates should be deemed to include all taxes direct or indirect including Income Tax leviable under Central/State or Local Bodies Act or Rules.
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
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.
If the date of opening of tender is declared a holiday at a later date, the tenders will be opened on the next working day
Tenderers shall hold the offer open for acceptance for a minimum period of 90 days from the date of opening of the tender
GST: It may please be noted that the supplier of Goods and/or services for the said tender/agreement, would be subject to GST Act and rules as applicable from time to time.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
The option of payment through Letter of Credit has been enabled for all tenders whose value is equal to or greater than Rs.10 Lacs. Necessary instructions/conditions are incorporated as condition No.67 in the tender document part A to C.
Tenderers must upload details of all works on hand with them in Railways, other public sector undertakings and private sector undertakings in the proforma (ANNEXURE-IV) while submitting their offers.
All terms and conditions in the tender documents are binding on the tenderers. Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
The tenderers are advised to visit the site of work in their own interest and acquaint themselves with the site conditions and expected quantum of work. Tenderer should refer for Special Conditions General & Technical, which are attached to the tender document in Documents attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of tender already submitted by the tenderer, IRSGCC along with updated correction slips, IRUSSR. Where are provisions of these special conditions are at variance with IRSGCC and other documents mentioned above, these Special Conditions shall prevail.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer s may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
IF THE TENDERER/S DELIBERATELY GIVES WRONG INFORMATION/ CREDENTIALS/DOCUMENTS IN HIS/THEIR TENDERS AND THEREBY CREATE S CIRCUMSTANCES FOR ACCEPTANCE OF HIS/THEIR TENDER, RAILWAY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT ANY STAGE, BESIDES,BANNING OF BUSINESS FOR TWO YEARS ON ENTIRE IR.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured.
Beneficiary details: President of India acting through the FINANCIAL ADVISOR AND CHIEF ACCOUNTS OFFICER, CONSTRUCTION, SOUTHERN RAILWAY, CHENNAI 600008
Contact Person's: DYCE/CN/RSP/MS Mob No: 8925826002 Email: [email protected]
MAS DIVISION - MAS - GDR section - Proposed Construction of Road Over Bridge in lieu of LC No:2 at km 2A/40-42 (KOK) with 1 X 60 m steel camel back truss type girder between Basin Bridge Jn and Korkkupet stations
CAO-CN-RSP-ROB-08-2026
CAO-CN-RSP-ROB-08-2026
Open
Works - General
12 Months
Chennai, Tamil Nadu
₹0
₹33.8 L
11 Jun 2026
21 May 2026
28 May 2026
118 items across 6 schedules · ₹4,41,39,592.31 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 to Soil Quality Class SQ1/SQ2/SQ3, 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 a n d dressing of bank to final profile as per RDSO 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 this item shall be made based on the cross section measurements calculated (i) 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. | — | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 50.00 | 786.07 | 39,303.5 |
| Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor. | — | — | — | — | |
| 2 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 100.00 | 179.41 | 17,941 |
| 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. | — | — | — | — | |
| 3 | All kinds of soils | cum | 400.00 | 211.33 | 84,532 |
| 4 | Soft rock (not requiring blasting) | cum | 250.00 | 444.28 | 1,11,070 |
| 5 | Hard rock (blasting prohibited ) | cum | 90.00 | 1,240.71 | 1,11,663.9 |
| 6 | 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 | 30.00 | 1,23,864.05 | 37,15,921.5 |
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. | — | — | — | — | |
| 7 | 1000mm diameter pile | Metre | 16.00 | 4,111.99 | 65,791.84 |
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. | — | — | — | — | |
| 8 | Initial load test up to 50 ton capacity pile | Each | 1.00 | 67,014.84 | 67,014.84 |
| 9 | Initial load test above 50 ton and up to 100 T capacity pile | Each | 1.00 | 81,360.92 | 81,360.92 |
| 10 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 1.00 | 1,08,092.38 | 1,08,092.38 |
| 11 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 3.00 | 5,756.4 | 17,269.2 |
| 12 | Routine Load Test up to 50 ton capacity pile | Each | 1.00 | 33,507.42 | 33,507.42 |
| 13 | Routine Load Test above 50 ton capacity up to 100 ton capacity pile | Each | 1.00 | 40,680.46 | 40,680.46 |
| 14 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 1.00 | 54,046.19 | 54,046.19 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 15 | 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 | 500.00 | 765.08 | 3,82,540 |
| 16 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 100.00 | 989.92 | 98,992 |
| 17 | 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 | 600.00 | 121.09 | 72,654 |
| 18 | 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 | 1.00 | 1,03,373.13 | 1,03,373.13 |
| 19 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 1200.00 | 74.78 | 89,736 |
| 20 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in-charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. | cum | 60.00 | 344.21 | 20,652.6 |
| Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms. | — | — | — | — | |
| 21 | For one shift ( 12 Hrs) | Each | 730.00 | 1,324.83 | 9,67,125.9 |
| 22 | Manufacturing and using wooden sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. | cum | 9.00 | 2,689.62 | 24,206.58 |
| 23 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 8.00 | 4,869 | 38,952 |
| 24 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 8.00 | 4,064.12 | 32,512.96 |
| 25 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each | 16.00 | 77.31 | 1,236.96 |
| 26 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 16.00 | 262.36 | 4,197.76 |
| 27 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 8.00 | 2,262.32 | 18,098.56 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, 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 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti- corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 28 | 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 | 6,677.49 | 13,354.98 |
| 29 | 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 | 5,715.38 | 11,430.76 |
| 30 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 2.00 | 8,078.45 | 16,156.9 |
| 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. | — | — | — | — | |
| 31 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 867.49 | 86,749 |
| Schedule total | ₹65,30,165.24 | ||||
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
GCC2022ACS10.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
TWOPACKETTENDERDOCUMENTpdfgear.com.pdf
ATTACHMENT
ADDITIONALTECHNICALSPECIFICATIONSANDSPECIALCONDITIONSFORSUPPLYOFREINFORCEMENTANDSTRUCTURALSTEEL.pdf TECHNICAL
ATTACHMENT
MILESTONECHARTLC2UPDATED.pdf
ATTACHMENT
GCCUpdateduptoACS-7.pdf
ATTACHMENT
GCCACSNO8_1.pdf
ATTACHMENT
GCC2022ACS9.pdf
ATTACHMENT
GADLC2tentative.pdf
ATTACHMENT
ADDITIONALTECHNICALSPECIFICATIONSANDSPECIALCONDITIONSFORSUPPLYOFREINFORCEMENTANDSTRUCTURALSTEEL.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 .