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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.8 Cr
EMD Value
₹7.7 L
Closing Date
3 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SR DEN E
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 and 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.
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
Improvement of PWI Office & Store at East Panvel, West Panvel, Jasai, PEN & BIRD
CR-DRMWBB-2026-50-03~CR
CR-DRMWBB-2026-50-03
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹7.7 L
1 Oct 2026
1 Oct 2026
20 Oct 2026
211 items across 2 schedules · ₹3,35,62,521.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 40 | 129.85 | 5,194 |
| 2 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 3 | 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 | 50 | 700.5 | 35,025 |
| 4 | Beyond 60 cm girth upto and including 120 cm girth | Each | 4 | 2,373.5 | 9,494 |
| 5 | Beyond 120 cm girth upto and including 240 cm girth | Each | 6 | 11,020.15 | 66,120.9 |
| 6 | Above 240 cm girth | Each | 8 | 22,075.2 | 1,76,601.6 |
| 7 | 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 | 70 | 8,340.85 | 5,83,859.5 |
| 8 | Foundations, footings, bases for columns | Sqm | 70 | 392.15 | 27,450.5 |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 14 | 10,105.1 | 1,41,471.4 |
| 10 | 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 | 80 | 17,889.25 | 14,31,140 |
| 11 | 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 | 20 | 9,045.75 | 1,80,915 |
| 12 | cum | 40 | 11,505.5 | 4,60,220 | |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 927.25 | 2,31,812.5 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3500 | 107.85 | 3,77,475 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 7,370.65 | 1,84,266.25 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 15 | 5,413.5 | 81,202.5 |
| 17 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 18 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| 19 | Each | 10 | 978.7 | 9,787 | |
| 20 | 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 | 120 | 1,267.95 | 1,52,154 |
| 21 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 3,473.85 | 1,21,584.75 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 700 | 238.35 | 1,66,845 |
| 24 | 200x10 mm | Each | 16 | 69.4 | 1,110.4 |
| 25 | 125 mm | Each | 32 | 39.95 | 1,278.4 |
| 26 | 100X58X1.90 mm | Each | 64 | 107.1 | 6,854.4 |
| 27 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 28 | 125 mm | Each | 12 | 66.25 | 795 |
| 29 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 30 | 570.95 | 17,128.5 |
| 30 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 12 | 4,488.95 | 53,867.4 |
| 31 | With 12 mm mild steel U beading | Sqm | 54 | 1,228 | 66,312 |
| 32 | 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 | 4700 | 117.35 | 5,51,545 |
| 33 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 16 | 5,804.35 | 92,869.6 |
| 34 | Hot finished seamless type tubes | Kg | 2850 | 206.35 | 5,88,097.5 |
| 35 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 16 | 8,595.15 | 1,37,522.4 |
| 36 | Ordinary cement without any pigment | Sqm | 112 | 1,056.35 | 1,18,311.2 |
| 37 | 25 mm thick | Sqm | 27 | 1,948.25 | 52,602.75 |
| 38 | Size of Tile 600x600 mm | Sqm | 250 | 1,553.45 | 3,88,362.5 |
| 39 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,464.85 | 29,297 |
| 40 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 724 | 1,087.65 | 7,87,458.6 |
| 41 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 106 | 980.5 | 1,03,933 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 1300 | 347.05 | 4,51,165 |
| 43 | 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 | 811 | 537.45 | 4,35,871.95 |
| 44 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1300 | 262.7 | 3,41,510 |
| 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 | 2100 | 193.7 | 4,06,770 |
| 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 | 250 | 170.7 | 42,675 |
| 47 | 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 | 10400 | 0.5 | 5,200 |
| 48 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 10 | 108.3 | 1,083 |
| 49 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 120 | 340.75 | 40,890 |
| 50 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 15 | 2,434.25 | 36,513.75 |
| 51 | In cement mortar | cum | 170 | 2,060.2 | 3,50,234 |
| 52 | Channels, angles, tees and flats | Kg | 1900 | 2.3 | 4,370 |
| 53 | For thickness of tiles 10 mm to 25 mm | Sqm | 1100 | 73.4 | 80,740 |
| 54 | 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 | 486 | 54.65 | 26,559.9 |
| 55 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 332 | 263.95 | 87,631.4 |
| 56 | 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 | 280 | 972 | 2,72,160 |
| 57 | 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 | 7 | 10,117.6 | 70,823.2 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 59 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 60 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 3,169.05 | 12,676.2 |
| 61 | 32 mm dia | Each | 12 | 119.55 | 1,434.6 |
| 62 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 63 | 20 mm nominal dia Pipes | Metre | 150 | 537.6 | 80,640 |
| 64 | 25 mm nominal dia Pipes | Metre | 150 | 627.25 | 94,087.5 |
| 65 | 15 mm nominal dia Pipes | Metre | 50 | 244.7 | 12,235 |
| 66 | 20 mm nominal dia Pipes | Metre | 100 | 274.3 | 27,430 |
| 67 | 25 mm nominal dia Pipes | Metre | 300 | 355.4 | 1,06,620 |
| 68 | 40 mm nominal dia Pipes | Metre | 150 | 563.05 | 84,457.5 |
| 69 | 15 mm dia nominal bore | Metre | 30 | 366.4 | 10,992 |
| 70 | 20 mm dia nominal bore | Metre | 30 | 437.3 | 13,119 |
| 71 | 20 mm dia nominal bore | Metre | 50 | 368.6 | 18,430 |
| 72 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 73 | 50 mm dia nominal bore | Metre | 100 | 762.15 | 76,215 |
| 74 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 75 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 76 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 77 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 78 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 79 | 15 mm nominal bore | Each | 5 | 406.85 | 2,034.25 |
| 80 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 81 | Horizontal | Each | 2 | 591.4 | 1,182.8 |
| 82 | 15 mm nominal bore | Each | 8 | 318.35 | 2,546.8 |
| 83 | 20 mm nominal bore | Each | 8 | 346.8 | 2,774.4 |
| 84 | 25 mm nominal bore | Each | 8 | 439.25 | 3,514 |
| 85 | 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 | 14000 | 11 | 1,54,000 |
| 86 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 8 | 125.6 | 1,004.8 |
| 87 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 88 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 10 | 112.8 | 1,128 |
| 89 | 100 mm dia nominal bore | Each | 2 | 5,468.35 | 10,936.7 |
| 90 | 150 mm dia nominal bore | Each | 2 | 8,408.8 | 16,817.6 |
| 91 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 92 | 300 mm diameter | Metre | 90 | 2,064.15 | 1,85,773.5 |
| 93 | 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 |
| 94 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 598.6 | 1,19,720 |
| 95 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 54 | 1,505.25 | 81,283.5 |
| 96 | 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 | 150 | 141.2 | 21,180 |
| 97 | 12 mm average thickness. | Sqm | 77 | 388.65 | 29,926.05 |
| 98 | 25 mm average thickness in 2 layers. | Sqm | 72 | 587.35 | 42,289.2 |
| 99 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. | Kg | 120 | 124 | 14,880 |
| Schedule total | ₹1,19,56,518.55 | ||||
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2GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22_2.pdf
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8AnnexureVA_1.pdf
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9AnnexureVIB_1.pdf
ATTACHMENT
GCCACS1to6._2.pdf
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ACSNo.9toGCCApril2022_1.pdf
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ACS10toGCC2022_2.pdf
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GCCACS11_1.pdf
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