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Tender Value
₹8.5 Cr
EMD Value
₹17.0 L
Closing Date
31 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Revenue
DEN HB
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 work -
For more details refer attached documents
Defination of Similar Work :- Any type of civil work viz. building & 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.
18 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.
Schedule part A1- Description of Item breakup is for Ghansoli, Rabale & Seawood-Darave instead of Nerul stations. Hence, Description must be read for Ghansoli, Rabale & Seawood- Darave only. Schedule part B3- Description of Item breakup is for Bamandogari and kharkopar station. Hence, Description must be read for Bamandogari and kharkopar MS item only. Schedule F1- must be read as 'Schedule B5 and name of schedule is Bamandogari and kharkopar: Repairs to Railway offices & Toilets, Platform wall , Coping & platform surface, COP, Valley Gutter, Downtake pipes, Staircase, Subway, Wall tiles, Facility for Divyangjan on platforms, Toliets, Water booth, Platform name boards & Signboards including complete painting at Bamandogari and kharkopar Railway Station under DEN (HB)/CSMT' Note: Further Station wise quantities along with description are attached in document section/tab for your ready reference.
Schedule part A3 shall be read as Ghansoli, Rabale , Seawood- Darave : Repairs to Railway offices & Toilets, Platform wall , Coping & platform surface, COP, Valley Gutter, Downtake pipes, Staircase, Subway, Wall tiles, Facility for Divyangjan on platforms, Toliets, Water booth, Platform name boards & Signboards including complete painting at Ghansoli, Rabale , Seawood-Darave Railway Station under DEN (HB)/CSMT
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
Maintenance period is 12 month.
Ghansoli, Rabale , Seawood-Darave, Bamandongri & Kharkopar : Repairs to Railway offices & Toilets, Platform wall , Coping & platform surface, COP, Valley Gutter, Downtake pipes, Staircase, Subway, Wall tiles, Facility for Divyangjan on platforms, Toliets, Water booth, Platform name boards & Signboards including complete painting at Ghansoli Railway Station under DEN (HB)/CSMT.
CR-DRMWBB-2026-35-04
CR-DRMWBB-2026-35-04
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹17.0 L
31 Jul 2026
2 Jul 2026
17 Jul 2026
325 items across 8 schedules · ₹9,80,18,072.24 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 40.94 | 8,340.85 | 3,41,474.4 |
| 2 | 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 | 2.7 | 10,585.9 | 28,581.93 |
| 3 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 233.14 | 107.85 | 25,144.15 |
| 4 | 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 | 74 | 10,195.45 | 7,54,463.3 |
| 5 | Area of slab upto 0.50 sqm | Sqm | 23.55 | 5,413.5 | 1,27,487.93 |
| 6 | Area of slab over 0.50 sqm | Sqm | 156 | 5,136.3 | 8,01,262.8 |
| 7 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 1065 | 1,267.95 | 13,50,366.75 |
| 8 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 3,473.85 | 3,47,385 |
| 9 | 125x64x1.90 mm | Each | 150 | 118.2 | 17,730 |
| 10 | 100X58X1.90 mm | Each | 150 | 107.1 | 16,065 |
| 11 | 200x10 mm | Each | 50 | 358.4 | 17,920 |
| 12 | 150x10 mm | Each | 50 | 287.25 | 14,362.5 |
| 13 | 300x16x5 mm | Each | 50 | 322.2 | 16,110 |
| 14 | 125 mm | Each | 100 | 256.65 | 25,665 |
| 15 | 100 mm | Each | 100 | 234.7 | 23,470 |
| 16 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 50 | 1,124.85 | 56,242.5 |
| 17 | 1.0 mm thick | Sqm | 170 | 897.3 | 1,52,541 |
| 18 | Hot finished welded type tubes | Kg | 2375 | 194.4 | 4,61,700 |
| 19 | 25 mm thick | Sqm | 765 | 1,948.25 | 14,90,411.25 |
| 20 | Size of Tile 600x600 mm | Sqm | 1297.19 | 1,553.45 | 20,15,119.81 |
| 21 | Size of Tile 600 x 600 mm | Sqm | 610.75 | 1,464.85 | 8,94,657.14 |
| 22 | 110 mm diameter | Metre | 186 | 377.4 | 70,196.4 |
| 23 | 110 mm | Each | 81 | 136.15 | 11,028.15 |
| 24 | 110 mm bend | Each | 75 | 150.35 | 11,276.25 |
| 25 | 110 mm Shoe | Each | 75 | 131.85 | 9,888.75 |
| 26 | 110 mm | Each | 174 | 371.3 | 64,606.2 |
| 27 | 1:6 (1 cement: 6 fine sand) | Sqm | 840 | 333.35 | 2,80,014 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 1802.79 | 399.45 | 7,20,124.47 |
| 29 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2642.79 | 262.7 | 6,94,260.93 |
| 30 | 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 | 6962.55 | 193.7 | 13,48,645.94 |
| 31 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 6962.55 | 25.15 | 1,75,108.13 |
| 32 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 48000 | 0.5 | 24,000 |
| 33 | For thickness of tiles 10 mm to 25 mm | Sqm | 2972.94 | 73.4 | 2,18,213.8 |
| 34 | 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 | 2642.79 | 54.65 | 1,44,428.47 |
| 35 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 45 | 6,258.75 | 2,81,643.75 |
| 36 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 41 | 2,648.85 | 1,08,602.85 |
| 37 | Orissa pattern W.C. pan of size 580x440 mm | Each | 17 | 3,169.05 | 53,873.85 |
| 38 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 43 | 2,784.95 | 1,19,752.85 |
| 39 | 10 litre capacity - White | Each | 60 | 1,190.65 | 71,439 |
| 40 | 20 mm nominal dia Pipes | Metre | 380 | 537.6 | 2,04,288 |
| 41 | 25 mm nominal dia Pipes | Metre | 440 | 627.25 | 2,75,990 |
| 42 | 15 mm nominal bore | Each | 70 | 353.25 | 24,727.5 |
| 43 | 15 mm nominal bore | Each | 80 | 353.25 | 28,260 |
| 44 | 25 mm nominal bore | Each | 28 | 622.4 | 17,427.2 |
| 45 | 20 mm nominal bore | Each | 28 | 462.5 | 12,950 |
| 46 | 15 mm nominal bore | Each | 50 | 506.8 | 25,340 |
| 47 | 15 mm nominal bore | Each | 33 | 670.45 | 22,124.85 |
| 48 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 49 | 200 mm diameter | Metre | 130 | 970.35 | 1,26,145.5 |
| 50 | 250 mm diameter | Metre | 120 | 1,505.6 | 1,80,672 |
| 51 | 300 mm dia. R.C.C. pipe | Metre | 195 | 994.3 | 1,93,888.5 |
| 52 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 266 | 530.9 | 1,41,219.4 |
| 53 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 228 | 634.45 | 1,44,654.6 |
| 54 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 42 | 1,115.4 | 46,846.8 |
| 55 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 54 | 1,176.8 | 63,547.2 |
| 56 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 1855 | 563.1 | 10,44,550.5 |
| 57 | Frame size 45 x 85 mm | Metre | 225 | 926.35 | 2,08,428.75 |
| 58 | 30 mm thick | Sqm | 72 | 4,346.7 | 3,12,962.4 |
| Schedule total | ₹1,64,70,773.45 | ||||
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details.html
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nit.pdf
NIT
tender1newc.pdf
ATTACHMENT
ACSNo.11toGCC2022_compressed.pdf
ATTACHMENT
GCC2022Correctionslip7to10.pdf
ATTACHMENT
GCCACS1to6..pdf
ATTACHMENT
MicrosoftWord-Annexure-VIB.pdf
ATTACHMENT
ANNEXUREV_A_.pdf
ATTACHMENT
MicrosoftWord-Document1.pdf
ATTACHMENT
SpecialcondforSafetyRulesatworksitesinElectsections.pdf SPECIAL CONDITION
ATTACHMENT
ChecklistfordocumentforCivilandtrackworks.pdf
ATTACHMENT
CivilConditions_161_1.pdf
ATTACHMENT
GCC APRIL 2022
ATTACHMENT
GhansolistationEstimate.pdf
ATTACHMENT
SEAWOOD-DARAVEstationEstimate.pdf
ATTACHMENT
RabalestationEstimate_1.pdf
ATTACHMENT
BamandongristationEstimate.pdf
ATTACHMENT
SpecialcondforSafetyRulesatworksitesinElectsections.pdf
ATTACHMENT
2GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
KharkoperstationEstimate.pdf
ATTACHMENT
Ghansoliestimate.pdf
CORRIGENDUM
subsectionrlyboardletter.pdf
CORRIGENDUM
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