Loading
Loading…
Loading…
Tender Value
₹93.6 Cr
EMD Value
₹48.3 L
Closing Date
14 Jan 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)
ESTIMATE
19 conditions · 4 needing a document upload
Financial Eligibility Criteria: 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.
Bid Capacity :- The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI and Annexure VII.
6(A)CONTRACTOR'S CREDENTIALS (Applicable for tenders, value more than 50 Lakhs) {Ref: CAO CCG's letter No. Nil dated 11.08.2020} 6.1 Minimum Technical Eligibility Criteria shall be as under: (a)The tenderer must have successfully completed or substantially completed any 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: 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.
(i)The similar nature of work for Civil Portion of work amounting to Rs. 84,42,69,115.08, as mentioned in (a) above means that the work of :- " Any Civil Engineering work." (Note:- Permanent Way works will not be considered as civil work. Supply of ballast/ boulders, transportation etc will not be considered as Civil Engineering work.) A N D (ii)The similar nature of work for P.Way Portion of work amounting to Rs. 4,33,07,407.25, as mentioned in (a) above means that the work of :- " Permanent Way Work involving: - •Track linking or Track relaying (CTR or TRR or TSR) or •Linking / insertion / replacement of turnouts" AND (iii)The similar nature of work for Electrical Portion of work amounting to Rs. 4,84,43,091.00, as mentioned in (a) above means that the work of :- " Wiring / Re-wiring in buildings with associated electrical works like control gear and protection arrangements in residential buildings or service buildings or railway stations/ yards or colony / highway lightings. OR Lighting arrangement in buildings, circulating area, yard, street etc. with associated electrical works. OR Wiring / Rewiring. Lighting arrangement in buildings with associated electrical works."
Special condition and electrical contractor license: (i)Electrical Contractor License : The contractor himself or the Sub- Contractor appointed by him must have valid Electrical Contractor's License issued by any State Government in their own name or in the name of the firm, as per IE Rule 1956 clause No.45 or as amended from time to time. A copy of the license shall be uploaded along with the tender offer, failing which the 1.1.1 offer shall be summarily rejected. The license must be valid as on the date of opening of the tender. If the license has been expired as on the date of opening of tender, the license renewal documents must be uploaded along with the copy of the old license. The Contractor or the Sub-Contractor appointed by him shall possess Valid License throughout the currency of the contract. The contractor shall ensure timely renewal of license.
Special condition for Eligibility criteria for P.Way portion of work: The requirement of fulfillment of above technical eligibility criteria for P.Way Portion of the work shall be satisfied by the contractor himself of the sub- contractor appointed by him, in terms of Para 6.1 (b) (iii) below:-.
(b) (i)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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(i): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii) 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) (iii) 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 Contract or 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 notarised, 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. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 6.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience 1.2.1 certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
19 conditions · 11 needing a document upload
The following documents should be specified for submission along with tender:
PROFORMA I-A : - DETAILS OF TENDERER /S.
PROFORMA - I-B :- DETAILS OF WORKS OF TENDERER (DETAILS OF WORK IN HAND AND DETAILS OF TENDER SUBMITTED)
PROFORMA II : - DETAILS OF ALL CIVIL ENGINEERING WORKS CARRIED OUT DURING PAST FIVE YEARS
PROFORMA - III :- DETAILS (PLANTS & MACHINERY)
PROFORMA IV : - PARTICULARS OF PERSON TO BE EMPLOYED ON THE WORK.
PROFORMA V : - SUB CONTRACTORS
PROFORMA - VI :- CHECK LIST FOR DOCUMENTS TO BE SUBMITTED BY THE TENDERER /S WHILE SUBMITTING THEIR OFFER
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.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
In addition to General condition of contract 2022, Indian Railways Unified standard specification Works Materials 2021, and CPWD DSR 2023 Specifications, revised upto date, special condition attached shall also apply.
Bid Security : -All the tenderers / Contractors have to deposit full Bid Security as stipulated in the tender notice. The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from a Nationalised / scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
Construction of Island Platform with Covershed, New Service Buildings, CC Aprons with Track work, General Electrical Work and other Miscellaneous works at Vasai Road stations in connection with Vasai Road - Development of New Coaching terminus of Platform return trains.
DyCE-C-CCG-353~WR
DyCE-C-CCG-353
Open
Works - General
18 Months
Mumbai, Maharashtra
₹0
₹48.3 L
14 Jan 2026
19 Dec 2025
31 Dec 2025
169 items across 7 schedules · ₹1,18,89,52,834.21 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 57016.74 | — | 177.5 | 1,01,20,471.35 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum 4050 | — | 700.5 | 28,37,025 |
| 3 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum 11861.97 | — | 9,212.6 | 10,92,79,584.82 |
| 4 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum 88.2 | — | 9,568.25 | 8,43,919.65 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 20105.91 | — | 392.15 | 78,84,532.61 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 10360 | — | 842.5 | 87,28,300 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm 3174.42 | — | 927.25 | 29,43,480.95 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1451 | — | 736.4 | 10,68,516.4 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 744 | — | 961.3 | 7,15,207.2 |
| 10 | Stairs, (excluding landings) except spiral-staircases | Sqm 79.2 | — | 764.95 | 60,584.04 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 3322491.29 | — | 107.85 | 35,83,30,685.63 |
| 12 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 11694.46 | — | 9,655.7 | 11,29,18,197.42 |
| 13 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum 12220.85 | — | 9,806.7 | 11,98,46,209.7 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 1172.38 | — | 10,011.35 | 1,17,37,106.51 |
| 15 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum 392.45 | — | 10,162.35 | 39,88,214.26 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 778.85 | — | 733.5 | 5,71,286.48 |
| 17 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum 389.4 | — | 8,333.65 | 32,45,123.31 |
| 18 | Area of slab upto 0.50 sqm | Sqm 570 | — | 5,413.5 | 30,85,695 |
| 19 | Area of slab over 0.50 sqm | Sqm 5470 | — | 5,136.3 | 2,80,95,561 |
| 20 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm 238.72 | — | 2,600.45 | 6,20,779.42 |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 67.16 | — | 3,473.85 | 2,33,303.77 |
| 22 | Fixed to steel windows by welding | Kg 12000 | — | 219.1 | 26,29,200 |
| 23 | Non decorative finish (matt finish) | Sqm 16.8 | — | 3,997.45 | 67,157.16 |
| 24 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg 58691.1 | — | 117.35 | 68,87,400.59 |
| 25 | 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 470526.46 | — | 133.7 | 6,29,09,387.7 |
| 26 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm 40 | — | 11,439.6 | 4,57,584 |
| 27 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm 26 | — | 3,653.2 | 94,983.2 |
| 28 | Electric resistance or induction butt welded tubes | Kg 455265.98 | — | 194.4 | 8,85,03,706.51 |
| 29 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 8037.6 | — | 97.2 | 7,81,254.72 |
| 30 | Light shade pigment using white cement | Sqm 7458 | — | 1,402 | 1,04,56,116 |
| 31 | 25 mm thick | Sqm 10453 | — | 1,948.25 | 2,03,65,057.25 |
| 32 | Size of Tile 1000x1000 mm | Sqm 2138 | — | 2,089.65 | 44,67,671.7 |
| 33 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in- Charge: | Sqm 1460.8 | — | 3,891.15 | 56,84,191.92 |
| 34 | 110 mm diameter | Metre 430 | — | 377.4 | 1,62,282 |
| 35 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm 170 | — | 1,355.8 | 2,30,486 |
| 36 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm 620 | — | 1,789.45 | 11,09,459 |
| 37 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 4458.24 | — | 262.7 | 11,71,179.65 |
| 38 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm 20795.24 | — | 160.6 | 33,39,715.54 |
| 39 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm 10506.24 | — | 193.7 | 20,35,058.69 |
| 40 | On steel work | Sqm 6600 | — | 241.75 | 15,95,550 |
| 41 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm 1461.42 | — | 112.9 | 1,64,994.32 |
| 42 | Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. | Kg 54 | — | 298.85 | 16,137.9 |
| 43 | Long pattern W.C Pan of size 580x440 mm | Each 23 | — | 3,501.7 | 80,539.1 |
| 44 | Orissa pattern W.C Pan of size 580x440 mm | Each 23 | — | 4,478.75 | 1,03,011.25 |
| 45 | 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 2000 | — | 3,551.25 | 71,02,500 |
| 46 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg 77716.38 | — | 9.05 | 7,03,333.24 |
| 47 | 25 mm thick | Sqm 1000 | — | 854.15 | 8,54,150 |
| 48 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm 22100 | — | 972 | 2,14,81,200 |
| 49 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum 6000 | — | 10,117.6 | 6,07,05,600 |
| 50 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each 23 | — | 9,612.4 | 2,21,085.2 |
| 51 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each 19 | — | 2,226.35 | 42,300.65 |
| 52 | 15 mm dia nominal bore | Metre 2150 | — | 322.15 | 6,92,622.5 |
| 53 | 25 mm dia nominal bore | Metre 1900 | — | 467.75 | 8,88,725 |
| 54 | 50 mm dia nominal bore | Metre 1800 | — | 762.15 | 13,71,870 |
| 55 | 80 mm dia nominal bore | Metre 5200 | — | 1,041.7 | 54,16,840 |
| 56 | 15 mm nominal bore | Each 20 | — | 353.25 | 7,065 |
| 57 | 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. | Per 9000 Litre | — | 11 | 99,000 |
| 58 | 600 mm dia RCC pipes. | Metre 400 | — | 3,934.75 | 15,73,900 |
| 59 | 900 mm dia RCC pipes. | Metre 400 | — | 7,397.4 | 29,58,960 |
| 60 | 600 mm dia piles | Metre 914 | — | 5,386.25 | 49,23,032.5 |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 21300 | — | 530.9 | 1,13,08,170 |
| 62 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg 14280 | — | 598.6 | 85,48,008 |
| 63 | Pre-laminated particle board with decorative lamination on both sides | Sqm 2170 | — | 1,115.4 | 24,20,418 |
| 64 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm 342 | — | 1,176.8 | 4,02,465.6 |
| 65 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm 1825.01 | — | 688.9 | 12,57,249.39 |
| 66 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 1500.75 | — | 7,387.25 | 1,10,86,415.44 |
| Schedule total | ₹1,14,45,30,819.24 | ||||
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 .