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Tender Value
₹73.1 L
EMD Value
₹1.5 L
Closing Date
15 Sept 2026, 3:00 pm
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 RCC/PSC work (E-4)
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.
Sr.DEN/Central/MAS's Jurisdiction -Reconstruction of existing corroded steel tank with RCC HLT (1 lakh litres capacity) at Washermenpet colony.
MAS23OF26129C~SR
MAS23OF26129C
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹1.5 L
21 Aug 2026
21 Aug 2026
1 Sept 2026
88 items across 2 schedules · ₹9,86,150 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 150 | 205.45 | 30,817.5 |
| 2 | All kinds of soil. | cum | 50 | 286.85 | 14,342.5 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 95 | 417.35 | 39,648.25 |
| 4 | Depth not exceeding 1.5 m | Sqm | 40 | 62.35 | 2,494 |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 15 | 74.95 | 1,124.25 |
| 6 | 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 | 85 | 253.95 | 21,585.75 |
| 7 | All kinds of soil | cum | 25 | 104.5 | 2,612.5 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 45 | 2,161.2 | 97,254 |
| 9 | 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 | 10 | 6,670.25 | 66,702.5 |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 45 | 57.15 | 2,571.75 |
| 11 | Extra for concrete work in superstructure above floor V level for each four floors or part thereof. | cum | 75 | 1,294.45 | 97,083.75 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 15 | 307.95 | 4,619.25 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 130 | 669.55 | 87,041.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 70 | 766.55 | 53,658.5 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 70 | 608.35 | 42,584.5 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 120 | 804.25 | 96,510 |
| 17 | Arches, domes, vaults up to 6 m span | Sqm | 150 | 1,826.25 | 2,73,937.5 |
| 18 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 200 | 575.25 | 1,15,050 |
| 19 | Above 20 cm wide | Sqm | 70 | 772.1 | 54,047 |
| 20 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 35 | 319.25 | 11,173.75 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 20 | 9,673.5 | 1,93,470 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 53 | 8,825.35 | 4,67,743.55 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 57 | 10,477.75 | 5,97,231.75 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 75 | 688.45 | 51,633.75 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 12 | 6,658.25 | 79,899 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 8,512.1 | 85,121 |
| 27 | 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 | 200 | 111.95 | 22,390 |
| 28 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 1000 | 102.25 | 1,02,250 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2900 | 142.3 | 4,12,670 |
| 30 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 15 | 7,958.65 | 1,19,379.75 |
| 31 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 294.85 | 1,03,197.5 |
| 32 | 1:6 (1 cement: 6 coarse sand) | Sqm | 200 | 401.35 | 80,270 |
| 33 | 1:3 (1 cement: 3 fine sand) | Sqm | 125 | 374.15 | 46,768.75 |
| 34 | 1:3 (1 cement : 3 fine sand) | Sqm | 115 | 253.05 | 29,100.75 |
| 35 | Neat cement punning. | Sqm | 375 | 67.8 | 25,425 |
| 36 | Water thinnable cement primer | Sqm | 500 | 64.45 | 32,225 |
| 37 | 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 | 500 | 166.85 | 83,425 |
| 38 | Two coats | Sqm | 240 | 121.55 | 29,172 |
| 39 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 240 | 64.45 | 15,468 |
| 40 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 41 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 30 | 1,239.6 | 37,188 |
| 42 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 25 | 2,928.1 | 73,202.5 |
| 43 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | cum | 1 | 28,603 | 28,603 |
| 44 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 30 | 74.45 | 2,233.5 |
| 45 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). | Sqm | 50 | 55 | 2,750 |
| 46 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 20 | 932.35 | 18,647 |
| 47 | 20 mm dia nominal bore | Metre | 200 | 373.35 | 74,670 |
| 48 | 25 mm dia nominal bore | Metre | 400 | 491.2 | 1,96,480 |
| 49 | 32 mm dia nominal bore | Metre | 150 | 563.6 | 84,540 |
| 50 | 40 mm dia nominal bore | Metre | 100 | 725.15 | 72,515 |
| 51 | 50 mm dia nominal bore | Metre | 200 | 893.2 | 1,78,640 |
| 52 | 20 mm dia nominal bore | Metre | 500 | 315.35 | 1,57,675 |
| 53 | 25 mm dia nominal bore | Metre | 500 | 417.95 | 2,08,975 |
| 54 | 32 mm dia nominal bore | Metre | 200 | 457.7 | 91,540 |
| 55 | 40 mm dia nominal bore | Metre | 100 | 558.35 | 55,835 |
| 56 | 50 mm dia nominal bore | Metre | 200 | 654.2 | 1,30,840 |
| 57 | 25 to 40 mm nominal bore | Each | 150 | 757.1 | 1,13,565 |
| 58 | 50 to 80 mm nominal bore | Each | 100 | 1,513.7 | 1,51,370 |
| 59 | 25 mm nominal bore | Each | 50 | 532.35 | 26,617.5 |
| 60 | 32 mm nominal bore. | Each | 50 | 589.9 | 29,495 |
| 61 | 40 mm nominal bore | Each | 30 | 707.3 | 21,219 |
| 62 | 50 mm nominal bore | Each | 50 | 878.25 | 43,912.5 |
| 63 | 100 mm dia pipe | Metre | 200 | 1,210.5 | 2,42,100 |
| 64 | 100 mm diameter pipe | Each | 100 | 410.25 | 41,025 |
| 65 | 150 mm diameter pipe | Each | 12 | 343.55 | 4,122.6 |
| 66 | 200 mm diameter pipe | Each | 12 | 377 | 4,524 |
| 67 | Class I | Each | 4 | 4,097.9 | 16,391.6 |
| 68 | Class II | Each | 3 | 4,500.25 | 13,500.75 |
| 69 | Class II | Each | 3 | 6,661.8 | 19,985.4 |
| 70 | Class II | Each | 3 | 13,512.6 | 40,537.8 |
| 71 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 10,102.5 | 30,307.5 |
| 72 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 24,388.85 | 73,166.55 |
| 73 | 20 mm nominal bore | Each | 50 | 289.05 | 14,452.5 |
| 74 | 25 mm nominal bore | Each | 100 | 369.35 | 36,935 |
| 75 | 32 mm nominal bore | Each | 30 | 409.45 | 12,283.5 |
| 76 | 50 mm nominal bore | Each | 50 | 706.7 | 35,335 |
| 77 | 125 mm diameter C.I. pipe | Metre | 63 | 353.4 | 22,264.2 |
| 78 | 300 mm diameter C.I. pipe | Metre | 90 | 484.5 | 43,605 |
| 79 | 200 mm diameter C.I. pipe | Each Cut | 4 | 402.65 | 1,610.6 |
| 80 | For vertical surface two coats @ 0.70 kg per sqm | Sqm | 50 | 406.25 | 20,312.5 |
| 81 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 50 | 311.5 | 15,575 |
| 82 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in- charge. | Each | 4 | 1,213.25 | 4,853 |
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details.html
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nit.pdf
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SNW20july2026.pdf
ATTACHMENT
ACSNo.12-compressed.pdf
ATTACHMENT
GCCApril2022_compressed.pdf
ATTACHMENT
eTenderformApril2022.pdf
ATTACHMENT
NEFTForm.pdf
ATTACHMENT
ProcedureforLCModeofPayment.pdf
ATTACHMENT
IRGCCACS1to11_compressed.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
ATTACHMENT
MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
ATTACHMENT
Safetyinstructionformachineries-merged.pdf
ATTACHMENT
tankdrawing.pdf
ATTACHMENT
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