Loading
Loading…
Loading…
Tender Value
₹8.0 Cr
EMD Value
₹15.9 L
Closing Date
9 Apr 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - 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.
Any Civil Engineering work except track work / transportation.
22 conditions · 3 needing a document upload
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slips to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP)etc. The tenderer(s) shall enclose the attested copies of the requisite documents(including Power of Attorney, if opted) for constitution of their concern as per clause 14 of GCC Part I and as per a) Clause 17 of GCC Part I, for JV b) Clause 18 of GCC Part I, for Partnership firm
All the instructions furnished in the Technical compliance/ Commercial Compliance/ Check-list/ Undertakings are only indicative and not exhaustive; The Tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
If the Tenderer(s) deliberately give(s) wrong information/ or create incorrect documents in his/their offer or create circumstances for the acceptance of his/their offer, the Railway reserves the right to reject such offer at any stage.
All terms and conditions in the tender documents are binding on the Tenderers
Railway reserves the right to accept or reject any or all the tenders and to award the work in whole or in part without assigning any reason.
Unreleased Bid Security, if any, held with the Railway Administration, shall not be adjusted towards the Bid Security to be remitted.
Bid Security shall be deposited either in cash through e-payment gateway or e-BG or submitted as Bank Guarantee bond from a scheduled bank of India or as mentioned in tender documents subject to exemptions provided under para5(1) (a) of Part-1 (ITT) of GCC.
In case of submission of Bid Security in the form of Bank Guarantee, the Original Bank Guarantee (other than e-BG) should be delivered in person to the Official nominated as indicated in the Tender document within 5 working days before the closing date of submission of bids.
SW -I. Chennai division - Construction of new TRD depot at AB, AJJ and JTJ along with provision of tower wagon shed with pit line arrangements at AJJ & PUT (Umbrella Works 2024-25).SW -II Construction of ADEE/TRD Office & OHE Depots at KPD, WJR in ADEN/KPD Sub-Division.
MAS09OF26038W
MAS09OF26038W
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹15.9 L
9 Apr 2026
17 Mar 2026
26 Mar 2026
743 items across 6 schedules · ₹2,74,20,674.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 135 | 271.45 | 36,645.75 |
| 2 | All kinds of soil | cum | 512.15 | 205.45 | 1,05,221.22 |
| 3 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 528 | 169.35 | 89,416.8 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 399.03 | 253.95 | 1,01,333.67 |
| 5 | All kinds of soil | cum | 144.38 | 104.5 | 15,087.71 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 18.75 | 2,161.2 | 40,522.5 |
| 7 | All kinds of soil | Sqm | 800 | 28.15 | 22,520 |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1000 | 14.5 | 14,500 |
| 9 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 50 | 257.55 | 12,877.5 |
| 10 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 512.15 | 76.7 | 39,281.91 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 6,670.25 | 1,33,405 |
| 12 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 32.89 | 6,326.05 | 2,08,063.78 |
| 13 | Foundations, footings, bases for columns | Sqm | 62.2 | 307.95 | 19,154.49 |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 140 | 370.85 | 51,919 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 77 | 307.95 | 23,712.15 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 546.19 | 766.55 | 4,18,681.94 |
| 17 | Shelves (Cast in situ) | Sqm | 150 | 766.55 | 1,14,982.5 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 495.6 | 608.35 | 3,01,498.26 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 299.2 | 804.25 | 2,40,631.6 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 117 | 814.95 | 95,349.15 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 5 | 18,644.6 | 93,223 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 80.24 | 8,683.8 | 6,96,788.11 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 129.65 | 10,306.2 | 13,36,198.83 |
| 24 | Non pigmented wet curing compound | Sqm | 1000 | 57.5 | 57,500 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 49.1 | 6,658.25 | 3,26,920.08 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 169.32 | 8,288.35 | 14,03,383.42 |
| 27 | Second class teak wood | cum | .3 | 1,31,576.95 | 39,473.09 |
| 28 | 35 mm thick shutters | Sqm | 76.44 | 3,704.45 | 2,83,168.16 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 63 | 2,818.5 | 1,77,565.5 |
| 30 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 63 | 401.4 | 25,288.2 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 197.7 | 98,850 |
| 32 | 125x64x1.90 mm | Each | 48 | 95.5 | 4,584 |
| 33 | 250x10 mm | Each | 32 | 374.35 | 11,979.2 |
| 34 | 300x16x5 mm | Each | 16 | 273.2 | 4,371.2 |
| 35 | Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 16 | 603.4 | 9,654.4 |
| 36 | 250x10 mm | Each | 16 | 104.4 | 1,670.4 |
| 37 | Single rubber stopper | Each | 16 | 35.5 | 568 |
| 38 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 64.38 | 7,249.9 | 4,66,748.56 |
| 39 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1000 | 111.95 | 1,11,950 |
| 40 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 9 | 3,008.8 | 27,079.2 |
| 41 | Hot finished welded type tubes | Kg | 1000 | 154.9 | 1,54,900 |
| 42 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 20 | 7,958.65 | 1,59,173 |
| 43 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 46.25 | 935.6 | 43,271.5 |
| 44 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 115.08 | 938.5 | 1,08,002.58 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 344.83 | 1,311.05 | 4,52,089.37 |
| 46 | 110 mm diameter | Metre | 150 | 319.75 | 47,962.5 |
| 47 | 110 mm | Each | 50 | 119.95 | 5,997.5 |
| 48 | 110 mm | Each | 50 | 309.5 | 15,475 |
| 49 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 20 | 47.9 | 958 |
| 50 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 200 | 671.55 | 1,34,310 |
| 51 | Gutter (600 mm over all girth) | Metre | 30 | 1,110.6 | 33,318 |
| 52 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 1076 | 442.75 | 4,76,399 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 214.3 | 85,720 |
| 54 | Water thinnable cement primer | Sqm | 1076 | 64.45 | 69,348.2 |
| 55 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 768 | 166.85 | 1,28,140.8 |
| 56 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 80 | 61.45 | 4,916 |
| 57 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 300 | 55.5 | 16,650 |
| 58 | Two or more coats on new work | Sqm | 300 | 131.45 | 39,435 |
| 59 | Two coats | Sqm | 400 | 121.55 | 48,620 |
| 60 | Door chowkhats | Each | 16 | 1,505.3 | 24,084.8 |
| 61 | Window chowkhats | Each | 14 | 948.05 | 13,272.7 |
| 62 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 12 | 468.4 | 5,620.8 |
| 63 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 50 | 219.35 | 10,967.5 |
| 64 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 50 | 932.35 | 46,617.5 |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,941.3 | 13,882.6 |
| 67 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,275 | 9,100 |
| 68 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 2 | 1,411.15 | 2,822.3 |
| 69 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 100 | 1,018.05 | 1,01,805 |
| 70 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 4 | 600.35 | 2,401.4 |
| 71 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 607.05 | 2,428.2 |
| 72 | 20 mm nominal dia Pipes | Metre | 50 | 513.75 | 25,687.5 |
| 73 | 25 mm nominal dia Pipes | Metre | 30 | 626.05 | 18,781.5 |
| 74 | 50 mm dia nominal bore | Metre | 25 | 654.2 | 16,355 |
| 75 | 15 mm nominal bore | Each | 8 | 303.85 | 2,430.8 |
| 76 | 50 mm nominal bore | Each | 4 | 878.25 | 3,513 |
| 77 | 150 mm diameter | Each | 4 | 190.1 | 760.4 |
| 78 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 10,102.5 | 20,205 |
| 79 | 50 mm nominal bore | Each | 4 | 706.7 | 2,826.8 |
| 80 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 2000 | 9.7 | 19,400 |
| 81 | 15mm nominal bore | Each | 16 | 500.35 | 8,005.6 |
| 82 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 2,453.55 | 9,814.2 |
| 83 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 24 | 7,510.75 | 1,80,258 |
| 84 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 240 | 474.15 | 1,13,796 |
| 85 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 6 | 1,302.3 | 7,813.8 |
| 86 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 6 | 1,309 | 7,854 |
| Schedule total | ₹99,68,521.83 | ||||
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
ProcedureforMeasurementofworksbytheContractor.pdf
ATTACHMENT
ProcedureforLCModeofPayment.pdf
ATTACHMENT
GCCApril2022_compressed.pdf
ATTACHMENT
eTenderformApril2022.pdf
ATTACHMENT
IRGCCACS1to10_compressed.pdf
ATTACHMENT
specialconditionsofcontractfortrackworksDEC2025.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
ATTACHMENT
MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
ATTACHMENT
NEFTForm.pdf
ATTACHMENT
SNWmasterlistason09012026.pdf
ATTACHMENT
GCCApril2022AdvanceCorrectionSlipNo11.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 .