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Tender Value
₹3.2 Cr
EMD Value
₹3.1 L
Closing Date
6 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SRDEN EST
17 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.
For more details refer attached documents
Similar nature of work - 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.
16 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, Annexure V A, Annexure VIB, Check list, GCCApril2022, GCC ACS 1 to 10, Safety rules, special condition above 1 crore, Special Condition Civil, Scope of work, Rly Board letter subsection, Quantity statement.
A) SION- Structural repairs of building No.RB/II/49 & 50 at SION Agarwada Colony under ADEN(Wks)BY. B) SION- Structural repairs of building No.RB/II/51 & 53 at SION Agarwada Colony under ADEN(Wks)BY C) Berkely Palace - Arrangement of Children Park at Berkely Palace Colony under ADEN(Wks)Byculla.
CR-DRMWBB-2025-42-05~CR
CR-DRMWBB-2025-42-05
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹3.1 L
6 Jan 2026
11 Dec 2025
23 Dec 2025
126 items across 2 schedules · ₹4,01,32,431.54 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 | 550 | 494.1 | 2,71,755 |
| 2 | All kinds of soil | cum | 344 | 177.5 | 61,060 |
| 3 | 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 | 20 | 8,340.85 | 1,66,817 |
| 4 | 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 | 40 | 9,045.75 | 3,61,830 |
| 5 | cum | 66 | 11,505.5 | 7,59,363 | |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 352 | 392.15 | 1,38,036.8 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 376 | 927.25 | 3,48,646 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 308 | 736.4 | 2,26,811.2 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1320 | 961.3 | 12,68,916 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3140 | 107.85 | 3,38,649 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 21400 | 107.85 | 23,07,990 |
| 12 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 820 | 78.4 | 64,288 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,132.25 | 71,322.5 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 9,344.35 | 3,73,774 |
| 15 | 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 | 100 | 8,333.65 | 8,33,365 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 320 | 3,414.8 | 10,92,736 |
| 17 | Area of slab over 0.50 sqm | Sqm | 280 | 3,078.4 | 8,61,952 |
| 18 | Second class teak wood | cum | 2.2 | 1,42,949.7 | 3,14,489.34 |
| 19 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 2,392.65 | 2,87,118 |
| 20 | 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 | 120 | 462.35 | 55,482 |
| 21 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4640 | 238.35 | 11,05,944 |
| 22 | 300x16 mm | Each | 240 | 216.55 | 51,972 |
| 23 | 250x10 mm | Each | 320 | 83.9 | 26,848 |
| 24 | 125 mm | Each | 320 | 39.95 | 12,784 |
| 25 | 125 mm | Each | 320 | 256.65 | 82,128 |
| 26 | 1.0 mm thick | Sqm | 480 | 897.3 | 4,30,704 |
| 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 | 3840 | 133.7 | 5,13,408 |
| 28 | 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 | 256 | 1,096.55 | 2,80,716.8 |
| 29 | Size of Tile 600x600 mm | Sqm | 2800 | 1,553.45 | 43,49,660 |
| 30 | 110 mm diameter | Metre | 480 | 377.4 | 1,81,152 |
| 31 | 110 mm | Each | 60 | 136.15 | 8,169 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 2600 | 399.45 | 10,38,570 |
| 33 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 4000 | 537.45 | 21,49,800 |
| 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2600 | 262.7 | 6,83,020 |
| 35 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 11200 | 185.65 | 20,79,280 |
| 36 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 200 | 176.25 | 35,250 |
| 37 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1120 | 170.7 | 1,91,184 |
| 38 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 30 | 1,090.65 | 32,719.5 |
| 39 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 60 | 2,434.25 | 1,46,055 |
| 40 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 41 | In cement mortar | cum | 60 | 2,060.2 | 1,23,612 |
| 42 | Of area 3 sq. metres and below | Each | 80 | 367.2 | 29,376 |
| 43 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 200 | 54.65 | 10,930 |
| 44 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 40 | 6,767.4 | 2,70,696 |
| 45 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 40 | 8,006.6 | 3,20,264 |
| 46 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 80 | 2,226.35 | 1,78,108 |
| 47 | 610x510 mm bowl depth 200 mm | Each | 80 | 4,940.8 | 3,95,264 |
| 48 | 20 mm nominal dia Pipes | Metre | 640 | 335 | 2,14,400 |
| 49 | 25 mm nominal dia Pipes | Metre | 400 | 401.55 | 1,60,620 |
| 50 | 40 mm nominal dia Pipes | Metre | 200 | 702.95 | 1,40,590 |
| 51 | 50 mm nominal dia Pipes | Metre | 200 | 934.15 | 1,86,830 |
| 52 | 40 mm dia nominal bore | Metre | 60 | 811.9 | 48,714 |
| 53 | 50 mm dia nominal bore | Metre | 60 | 1,048.35 | 62,901 |
| 54 | 50 mm dia nominal bore | Metre | 160 | 762.15 | 1,21,944 |
| 55 | 80 mm dia nominal bore | Metre | 100 | 1,041.7 | 1,04,170 |
| 56 | 15 mm nominal bore | Each | 160 | 353.25 | 56,520 |
| 57 | 15 mm nominal bore | Each | 160 | 353.25 | 56,520 |
| 58 | 40 mm nominal bore | Each | 16 | 826.1 | 13,217.6 |
| 59 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 60 | 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 | 20000 | 11 | 2,20,000 |
| 61 | 250 mm diameter | Metre | 330 | 1,505.6 | 4,96,848 |
| 62 | 300 mm diameter | Metre | 60 | 2,064.15 | 1,23,849 |
| 63 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2100 | 495.05 | 10,39,605 |
| 64 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2100 | 598.6 | 12,57,060 |
| 65 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 525 | 1,176.8 | 6,17,820 |
| 66 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 1400 | 617.05 | 8,63,870 |
| 67 | 50mm average thickness | Sqm | 1560 | 256.35 | 3,99,906 |
| 68 | 25 mm average thickness | Sqm | 1480 | 126.75 | 1,87,590 |
| 69 | Bars upto 12 mm diameter | Metre | 2320 | 8.25 | 19,140 |
| 70 | Bars above 12 mm diameter | Metre | 8460 | 16.45 | 1,39,167 |
| 71 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 3040 | 141.2 | 4,29,248 |
| 72 | 12 mm average thickness. | Sqm | 560 | 388.65 | 2,17,644 |
| 73 | 25 mm average thickness in 2 layers. | Sqm | 560 | 587.35 | 3,28,916 |
| 74 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 400 | 569.15 | 2,27,660 |
| 75 | 75 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 1400 | 853.7 | 11,95,180 |
| 76 | 100 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 1200 | 1,138.25 | 13,65,900 |
| 77 | Frame size 65 x 125 mm | Metre | 640 | 1,381.6 | 8,84,224 |
| 78 | 30 mm thick | Sqm | 160 | 4,346.7 | 6,95,472 |
| Schedule total | ₹3,69,95,369.74 | ||||
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