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Tender Value
₹9.7 Cr
EMD Value
₹6.4 L
Closing Date
30 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
13 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender. The similar nature of work as mentioned above means that the work of "Any Civil Engineering work involving building construction and bridge work involving steel or composite Bridge (including ROB) or FOB"
90 conditions · 24 needing a document upload
Documents to be attached in Electronic Mode
Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria
Scanned copy/copies of proof(s) of Financial Eligibility Criteria as mentioned in Standard Financial Criteria
Scanned copy of Statement of Completed Works in the Last Three Financial Years
Scanned copy of List of Machinery, Tools, Plants & Staff to be Deployed on this work (As per Pro forma - V & VII respectively)
Required documents in case of Proprietary Firm / Concern OR Partnership Firm OR Limited Company OR Joint Venture Firm as mentioned in Commercial Compliance (If Applicable and whichever is applicable)
Scanned copy of Test report of ballast and / or any other items (If Applicable) - For tenders consisting the item of ballast supply or any other item where test report is required to be submitted
Tenderers are required to quote their Permanent Account Number in the tender document.
Tenderers are required to submit their bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Central Government/State Government/Local bodies, Sales tax/Commercial tax/GST at the rate prescribed by the Government of India/Madhya Pradesh state government for works contracts will be recovered from the bills from time to time for works carried out in the state of Madhya Pradesh.
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
Status of firm (Perform I)
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.
Certificate to prove the Financial Eligibility as given in Financial Eligibility Criteria. Any one of the following certificates will be accepted:
Copy of certificate from the employer / client
Audited balance sheet/Income Tax Returns certified by the Chartered Accountant for qualifying period. ( For the duration of qualifying period for which the balance sheet is not audited i.e., for pervious / current financial year, a certificate issued by Chartered Accountant indicating explicitly contract receipts details of various organizations (Name of organization, Agreement wise receipts etc.,) is to be enclosed along with the tender documents. The tenderers may note that CA's certificate alone without copies of Audited Balance sheets/Income Tax Returns will not be considered for evaluation).
Affidavit / Certificate in case of Proprietary Firm / Concern Next
Details of Partnership Deed (If applicable):
Copy of Current Partnership Deed (If applicable)
Copy of Registration Certificate for the current partnership deed in the prescribed form issued by the registrar of firms for the changes in the constitution of the partnership deed, if any (If applicable)
Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If applicable)
Details of Limited Company (If Applicable):
Copy of Memorandum of Association and Articles of Association of the Company (If applicable)
Copy of incorporation certificate of the Company (If Applicable)
Copy of certificate issued by Registrar of Companies in regard of change of name, if any (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Copies of complete documents establishing the Merger / De- Merger / conversion / Taking over / acquisition / Sale etc. of the Limited Company (If Applicable)
Copies of those Partnership / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credentials are submitted, mentioning the share of the limited company OR Copies of the experience certificates issued to the limited company mentioning the share of interest in that partnership/Joint venture(s) Deeds (If Applicable)
Details of Joint Venture Firm (If Applicable):
Copy of the Memorandum of Understanding of Joint Venture Firm (Joint Venture Agreement) as per Pro forma on a non-judicial stamp paper of appropriate value as per the stamp duty Act (If applicable)
Consent of all partners of the Partnership Firm to enter into the Joint Venture Agreement on a stamp paper of an appropriate value in original in case of Partnership Firm as a Partner of JV OR Copy of Board of Directors resolution certified by Company Secretary / Auditor / Competent Authority consenting agreeing for entering into Joint Venture Agreement in case of limited companies (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarized as per the prevailing law) (If Applicable)
In case of members belonging to sole proprietary concern / firm partnership Firms / Limited Companies, additional documents, as applicable for these entities and as indicated in the tender document, should also be furnished (If Applicable)
Copies of those Partnership(s) / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credential / experience certificate is submitted, as the case may be, mentioning the share of the said member in the Joint Venture / Partnership should be submitted along with tender OR The copies of the experience certificate issued for the said member, the Joint Venture firm mentioning the share of interest in that Partnership / Joint Venture(s) Deeds (If Applicable)
Details of HUF / Society or any other type of organization / firm (If Applicable):
Documents in support of formation and registration (If Applicable)
Working instructions of the organization (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Test report of ballast and / or any other items (If Applicable)
Any other document considered necessary for evaluation of the offer (If Applicable)
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.
Mandatory list of items/Documents as per Proforma -IX
Bid capacity as per Annexure C of tender document
Construction of additional loop line, Construction of passenger amenities, Platform work, Covering Shed of Platform, Extension of Foot Over Bridge, yard drain, Supply & spreading of machine crushed stone ballast, Laying and linking of BG track for Main line/Loop lines and Points & Crossing etc. in section/ yards, Transportation of P.Way materials, Welding of Rails, and other incidental miscellaneous works etc. at Chintaman Ganesh Station for Simhastha - 2028.
IND-UJN-SIMHASTHA-3
IND-UJN-SIMHASTHA-3
Open
Works - General
10 Months
Unknown (Unspecified Location)
₹0
₹6.4 L
30 Mar 2026
5 Mar 2026
16 Mar 2026
220 items across 6 schedules · ₹14,13,67,979.21 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1788 | 217.55 | 3,88,979.4 |
| 2 | 2km | cum | 542 | 245.82 | 1,33,234.44 |
| 3 | 3km | cum | 603 | 273.79 | 1,65,095.37 |
| 4 | 1km | Tonne | 7 | 154.7 | 1,082.9 |
| 5 | 3km | Tonne | 7 | 194.7 | 1,362.9 |
| 6 | All kinds of soil | cum | 2766.45 | 177.5 | 4,91,044.88 |
| 7 | 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 | 3312 | 196 | 6,49,152 |
| 8 | All kinds of soil | cum | 1754.8 | 126.8 | 2,22,508.64 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 621.95 | 7,294.7 | 45,36,938.67 |
| 10 | Foundations, footings, bases for columns | Sqm | 903.4 | 392.15 | 3,54,268.31 |
| 11 | 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 | 50 | 10,105.1 | 5,05,255 |
| 12 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone- III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA) upto 25%). | cum | 8.7 | 17,677.25 | 1,53,792.08 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4124.51 | 392.15 | 16,17,426.6 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 36.89 | 927.25 | 34,206.25 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 42.16 | 736.4 | 31,046.62 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 21.08 | 961.3 | 20,264.2 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1450.08 | 9,504.75 | 1,37,82,647.88 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250.44 | 9,860.4 | 24,69,438.58 |
| 19 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 128 | 10,162.35 | 13,00,780.8 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 199 | 733.5 | 1,45,966.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 59 | 9,105.95 | 5,37,251.05 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 63.3 | 8,752.55 | 5,54,036.42 |
| 23 | Area of slab over 0.50 sqm | Sqm | 2.61 | 5,136.3 | 13,405.74 |
| 24 | 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 | 200 | 1,267.95 | 2,53,590 |
| 25 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 17.74 | 492.7 | 8,740.5 |
| 26 | 30 mm thick pre laminated PVC door shutters | Sqm | 6.58 | 3,663.8 | 24,107.8 |
| 27 | Light shade pigment using white cement | Sqm | 1770 | 1,402 | 24,81,540 |
| 28 | 25 mm thick | Sqm | 870 | 1,948.25 | 16,94,977.5 |
| 29 | 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 | 60.86 | 1,096.55 | 66,736.03 |
| 30 | Providing and fixing 1st quality ceramic glazed floor 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 | 60.86 | 1,112.7 | 67,718.92 |
| 31 | Size of Tile 600x600 mm | Sqm | 86.96 | 1,553.45 | 1,35,088.01 |
| 32 | Size of Tile 600x600 mm | Sqm | 10.33 | 1,893.9 | 19,563.99 |
| 33 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 696 | 3,186.7 | 22,17,943.2 |
| 34 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 360 | 195.6 | 70,416 |
| 35 | 110 mm diameter | Metre | 90 | 377.4 | 33,966 |
| 36 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 3346 | 738.65 | 24,71,522.9 |
| 37 | Ridges plain (500 - 600mm) | Metre | 81 | 532.35 | 43,120.35 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 522.23 | 347.05 | 1,81,239.92 |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 210.8 | 471.35 | 99,360.58 |
| 40 | 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 | 130.43 | 518.55 | 67,634.48 |
| 41 | 1:3 (1 cement : 3 fine sand) | Sqm | 18.45 | 300.45 | 5,543.3 |
| 42 | New work (three or more coats) | Sqm | 496 | 39.05 | 19,368.8 |
| 43 | 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 | 657.43 | 185.65 | 1,22,051.88 |
| 44 | 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 | 130.43 | 193.7 | 25,264.29 |
| 45 | Two or more coats on new work | Sqm | 4558.9 | 155.9 | 7,10,732.51 |
| 46 | Two or more coats on new work | Sqm | 4930 | 146.8 | 7,23,724 |
| 47 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 166.6 | 2,434.25 | 4,05,546.05 |
| 48 | In cement mortar | cum | 1.8 | 2,060.2 | 3,708.36 |
| 49 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 728 | 266.45 | 1,93,975.6 |
| 50 | 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 | 270 | 263.95 | 71,266.5 |
| 51 | Moorum | cum | 7047.72 | 768.25 | 54,14,410.89 |
| 52 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 184.8 | 9,823.8 | 18,15,438.24 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 8,006.6 | 40,033 |
| 55 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 5 | 2,226.35 | 11,131.75 |
| 56 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 10 | 4,048.65 | 40,486.5 |
| 57 | 32 mm dia | Each | 5 | 119.55 | 597.75 |
| 58 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,607.95 | 8,039.75 |
| 59 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 42 | 1,180.75 | 49,591.5 |
| 60 | For 100 mm dia pipe | Each | 21 | 362.85 | 7,619.85 |
| 61 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 705.2 | 7,052 |
| 62 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 925.7 | 4,628.5 |
| 63 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 1,146.2 | 5,731 |
| 64 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 10 | 175.4 | 1,754 |
| 65 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 200 | 224.95 | 44,990 |
| 66 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 200 | 316.25 | 63,250 |
| 67 | 25 mm dia nominal bore | Metre | 52.7 | 551.7 | 29,074.59 |
| 68 | 15 mm dia nominal bore | Metre | 131.75 | 580.45 | 76,474.29 |
| 69 | 25 to 40 mm nominal bore | Each | 5 | 911.9 | 4,559.5 |
| 70 | 15 mm nominal bore | Each | 5 | 406.85 | 2,034.25 |
| 71 | Class I | Each | 10 | 4,791.2 | 47,912 |
| 72 | 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 |
| 73 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 74 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 200 | 112.8 | 22,560 |
| 75 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 278 | 1,525.6 | 4,24,116.8 |
| Schedule total | ₹4,85,46,832.61 | ||||
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