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Tender Value
₹3.8 Cr
EMD Value
₹3.4 L
Closing Date
16 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SR DEN E
18 conditions · 2 needing a document upload
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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (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 of the following 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. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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 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
Similar Nature of Wok - Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work,cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
For details refer attached documents
Maintenance period is 6 months
15 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (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. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
A) Repairing of staff Railway Qtrs (Takka colony, New Colony, Ambika Colony, Officer colony) under ADEN(W)PNVL section. B) Painting of Service building in DW - PNVL section under ADEN/W/PNVL. C) Repair to Running Room at Panvel under ADEN/W/PNVL.
CR-DRMWBB-2025-44-01~CR
CR-DRMWBB-2025-44-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹3.4 L
16 Jan 2026
16 Dec 2025
26 Dec 2025
152 items across 4 schedules · ₹2,05,22,525.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 513 | 494.1 | 2,53,473.3 |
| 2 | All kinds of soil | cum | 443 | 177.5 | 78,632.5 |
| 3 | Ordinary rock | cum | 1 | 498.9 | 498.9 |
| 4 | Hard rock (blasting prohibited) | cum | 1 | 1,432.95 | 1,432.95 |
| 5 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 200 | 8,340.85 | 16,68,170 |
| 6 | 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 | 30 | 9,045.75 | 2,71,372.5 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 927.25 | 1,39,087.5 |
| 8 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%). | cum | 5 | 14,155.35 | 70,776.75 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1000 | 107.85 | 1,07,850 |
| 10 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 65 | 10,195.45 | 6,62,704.25 |
| 11 | Area of slab upto 0.50 sqm | Sqm | 40 | 5,413.5 | 2,16,540 |
| 12 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| 13 | Granite work | Metre | 140 | 510.95 | 71,533 |
| 14 | Sal wood | cum | .25 | 1,16,520.3 | 29,130.08 |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 92.64 | 3,473.85 | 3,21,817.46 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 43.29 | 3,167.95 | 1,37,140.56 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 28150 | 238.35 | 67,09,552.5 |
| 18 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 187 | 1,421.95 | 2,65,904.65 |
| 19 | 200x10 mm | Each | 122 | 69.4 | 8,466.8 |
| 20 | 125 mm | Each | 122 | 39.95 | 4,873.9 |
| 21 | 100X58X1.90 mm | Each | 244 | 107.1 | 26,132.4 |
| 22 | 125 mm | Each | 50 | 66.25 | 3,312.5 |
| 23 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 900 | 623 | 5,60,700 |
| 24 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 429 | 4,076.05 | 17,48,625.45 |
| 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 | 1000 | 133.7 | 1,33,700 |
| 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 | 196 | 11,439.6 | 22,42,161.6 |
| 27 | Light shade pigment using white cement | Sqm | 200 | 2,422.8 | 4,84,560 |
| 28 | Ordinary cement without any pigment | Sqm | 100 | 1,056.35 | 1,05,635 |
| 29 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 426 | 2,354.7 | 10,03,102.2 |
| 30 | Size of Tile 500x500 mm | Sqm | 275 | 1,524.3 | 4,19,182.5 |
| 31 | Size of Tile 600x600 mm | Sqm | 1265 | 1,553.45 | 19,65,114.25 |
| 32 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,464.85 | 2,92,970 |
| 33 | 110 mm diameter | Metre | 420 | 377.4 | 1,58,508 |
| 34 | 1:4 (1 cement: 4 fine sand) | Sqm | 1500 | 399.45 | 5,99,175 |
| 35 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1000 | 487.4 | 4,87,400 |
| 36 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 1500 | 22.1 | 33,150 |
| 37 | In one coat | Sqm | 275 | 47.65 | 13,103.75 |
| 38 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 55 | 2,434.25 | 1,33,883.75 |
| 39 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 100 | 6,767.4 | 6,76,740 |
| 40 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 25 | 9,256.45 | 2,31,411.25 |
| 41 | 510x1040 mm bowl depth 225 mm | Each | 100 | 7,514.65 | 7,51,465 |
| 42 | Angle back wash basin of size 400x400 mm | Each | 35 | 870.25 | 30,458.75 |
| 43 | Flat back wash basin of size 450x300 mm | Each | 25 | 627 | 15,675 |
| 44 | 32 mm dia | Each | 122 | 119.55 | 14,585.1 |
| 45 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 46 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 47 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 48 | 15 mm nominal dia Pipes | Metre | 149 | 244.7 | 36,460.3 |
| 49 | 20 mm nominal dia Pipes | Metre | 150 | 274.3 | 41,145 |
| 50 | 25 mm nominal dia Pipes | Metre | 150 | 355.4 | 53,310 |
| 51 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 52 | 20 mm dia nominal bore | Metre | 100 | 437.3 | 43,730 |
| 53 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 54 | 15 mm dia nominal bore | Metre | 105 | 322.15 | 33,825.75 |
| 55 | 20 mm dia nominal bore | Metre | 105 | 368.6 | 38,703 |
| 56 | 25 mm dia nominal bore | Metre | 105 | 467.75 | 49,113.75 |
| 57 | 15 mm nominal bore | Each | 150 | 353.25 | 52,987.5 |
| 58 | 15 mm nominal bore | Each | 150 | 353.25 | 52,987.5 |
| 59 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 60 | 40 mm nominal bore | Each | 20 | 826.1 | 16,522 |
| 61 | 50 mm nominal bore | Each | 20 | 1,026.65 | 20,533 |
| 62 | 15 mm nominal bore | Each | 25 | 406.85 | 10,171.25 |
| 63 | 20 mm nominal bore | Each | 25 | 462.5 | 11,562.5 |
| 64 | Horizontal | Each | 10 | 591.4 | 5,914 |
| 65 | 15 mm nominal bore | Each | 20 | 318.35 | 6,367 |
| 66 | 20 mm nominal bore | Each | 20 | 346.8 | 6,936 |
| 67 | 25 mm nominal bore | Each | 20 | 439.25 | 8,785 |
| 68 | 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 Litre | 5000 | 11 | 55,000 |
| 69 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 70 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 100 | 118.5 | 11,850 |
| 71 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 100 | 112.8 | 11,280 |
| 72 | 100 mm dia nominal bore | Each | 10 | 5,468.35 | 54,683.5 |
| 73 | 150 mm dia nominal bore | Each | 10 | 8,408.8 | 84,088 |
| 74 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 495.05 | 1,48,515 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 598.6 | 2,99,300 |
| 76 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 600 | 1,505.25 | 9,03,150 |
| 77 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 739 | 769.6 | 5,68,734.4 |
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