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Tender Value
₹7.5 Cr
EMD Value
₹5.3 L
Closing Date
24 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SRDEN EST
17 conditions · 3 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
Dombivali- Multi Level Parking
CR-DRMWBB-2026-12-01
CR-DRMWBB-2026-12-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹5.3 L
24 Mar 2026
27 Feb 2026
10 Mar 2026
50 items across 1 schedule · ₹8,78,70,056.65 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 | 1680 | 494.1 | 8,30,088 |
| 2 | All kinds of soil | cum | 1680 | 177.5 | 2,98,200 |
| 3 | Ordinary rock | cum | 420 | 632.95 | 2,65,839 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 504 | 196 | 98,784 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 750 | 2,123.75 | 15,92,812.5 |
| 6 | 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 | 188 | 8,340.85 | 15,68,079.8 |
| 7 | Foundations, footings, bases for columns | Sqm | 23 | 392.15 | 9,019.45 |
| 8 | 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 | 90 | 17,889.25 | 16,10,032.5 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)) | Sqm | 75 | 402.5 | 30,187.5 |
| 10 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 18 | 9,212.6 | 1,65,826.8 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 5480 | 927.25 | 50,81,330 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2700 | 736.4 | 19,88,280 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2000 | 961.3 | 19,22,600 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 34 | 764.95 | 26,008.3 |
| 15 | 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 | 4 | 10,585.9 | 42,343.6 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 49062 | 107.85 | 52,91,336.7 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 188400 | 107.85 | 2,03,18,940 |
| 18 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 500 | 9,806.7 | 49,03,350 |
| 19 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 1920 | 10,162.35 | 1,95,11,712 |
| 20 | 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 | 192 | 8,333.65 | 16,00,060.8 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 23 | 5,413.5 | 1,24,510.5 |
| 22 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 23 | Granite work | Metre | 200 | 510.95 | 1,02,190 |
| 24 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 200 | 5,015.05 | 10,03,010 |
| 25 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 169 | 2,241.8 | 3,78,864.2 |
| 26 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 13 | 2,600.45 | 33,805.85 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1125 | 238.35 | 2,68,143.75 |
| 28 | With 12 mm mild steel U beading | Sqm | 13 | 1,228 | 15,964 |
| 29 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 8 | 8,298.85 | 66,390.8 |
| 30 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). | Sqm | 180 | 8,799.25 | 15,83,865 |
| 31 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 15 | 8,106.3 | 1,21,594.5 |
| 32 | 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 | 1340 | 133.7 | 1,79,158 |
| 33 | 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 | 20 | 11,439.6 | 2,28,792 |
| 34 | Hot finished seamless type tubes | Kg | 2174 | 206.35 | 4,48,604.9 |
| 35 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 1600 | 772.4 | 12,35,840 |
| 36 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 1500 | 978.45 | 14,67,675 |
| 37 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 34 | 8,595.15 | 2,92,235.1 |
| 38 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 225 | 83.85 | 18,866.25 |
| 39 | Dark shade pigment using ordinary cement | Sqm | 225 | 1,119.5 | 2,51,887.5 |
| 40 | 25 mm thick | Sqm | 1750 | 1,948.25 | 34,09,437.5 |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. | Sqm | 100 | 1,439.4 | 1,43,940 |
| 42 | Size of Tile 800x800 mm | Sqm | 64 | 1,885.5 | 1,20,672 |
| 43 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 450 | 518.55 | 2,33,347.5 |
| 44 | 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 | 450 | 537.45 | 2,41,852.5 |
| 45 | 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 | 1800 | 193.7 | 3,48,660 |
| 46 | 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 | 40 | 170.7 | 6,828 |
| 47 | Providing and applying 12 mm thick (average) premixed formulated one coat gypsum light weight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. | Sqm | 5000 | 468.9 | 23,44,500 |
| 48 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 1250 | 730.55 | 9,13,187.5 |
| 49 | 450 mm dia piles | Metre | 2000 | 2,278.3 | 45,56,600 |
| 50 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 1 | 61,173.35 | 61,173.35 |
| Schedule total | ₹8,78,70,056.65 | ||||
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details.html
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nit.pdf
NIT
tenderform_2.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
GCC_April-2022_2022.pdf
ATTACHMENT
GCCACS1to10.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf Check list
ATTACHMENT
SpecialcondforSafetyRules.pdf
ATTACHMENT
specialconditionabove1crore.pdf
ATTACHMENT
CivilConditions_1.pdf
ATTACHMENT
subsectionrlyboardletter.pdf
ATTACHMENT
scopeofworkdombivliparking.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf
ATTACHMENT
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