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Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
10 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
20 conditions · 4 needing a document upload
Financial Eligibility Criteria: 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
Financial Eligibility Criteria: 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
The tenderer should submit valid electrical contractor'slicense issued by any Government & should submit copyof the same along with the offer failing to which offer willnot consider as technically suitable. (Electrical License onthe Name of agency / person who will supervise andexecute the Electrical work).
72 conditions · 7 needing a document upload
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.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Ratlam (LCC) - Upgradation of Traction Training centre of locomotive care centre at ( Composite Civil + Electrical)
RTM-2026-27-32
RTM-2026-27-32
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹12.6 L
10 Jun 2026
15 May 2026
27 May 2026
129 items across 3 schedules · ₹9,05,75,003.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2425 | 177.5 | 4,30,437.5 |
| 2 | 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 | 1530 | 196 | 2,99,880 |
| 3 | All kinds of soil | cum | 1810 | 126.8 | 2,29,508 |
| 4 | Beyond 60 cm girth upto and including 120 cm girth | Each | 10 | 2,373.5 | 23,735 |
| 5 | Beyond 120 cm girth upto and including 240 cm girth | Each | 15 | 11,020.15 | 1,65,302.25 |
| 6 | 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 | 150 | 7,294.7 | 10,94,205 |
| 7 | Foundations, footings, bases for columns | Sqm | 320.1 | 392.15 | 1,25,527.22 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 520 | 392.15 | 2,03,918 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 720 | 842.5 | 6,06,600 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1220 | 736.4 | 8,98,408 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 500 | 961.3 | 4,80,650 |
| 12 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 715 | 951.1 | 6,80,036.5 |
| 13 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1210 | 384.3 | 4,65,003 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 73608 | 107.85 | 79,38,622.8 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 58400 | 107.85 | 62,98,440 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 920.1 | 9,504.75 | 87,45,320.48 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 730 | 10,011.35 | 73,08,285.5 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 298 | 733.5 | 2,18,583 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 7,132.25 | 7,84,547.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 920 | 9,105.95 | 83,77,474 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 320 | 5,413.5 | 17,32,320 |
| 22 | Area of slab over 0.50 sqm | Sqm | 510 | 5,136.3 | 26,19,513 |
| 23 | 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 | 350 | 1,267.95 | 4,43,782.5 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 180 | 3,473.85 | 6,25,293 |
| 25 | 300x16 mm | Each | 220 | 303.25 | 66,715 |
| 26 | 250x16 mm | Each | 324 | 260.6 | 84,434.4 |
| 27 | 125 mm | Each | 346 | 66.25 | 22,922.5 |
| 28 | Single rubber stopper | Each | 76 | 39.6 | 3,009.6 |
| 29 | 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 | 170.64 | 492.7 | 84,074.33 |
| 30 | 30 mm thick plain PVC door shutters | Sqm | 58.72 | 3,182.95 | 1,86,902.82 |
| 31 | With 12 mm mild steel U beading | Sqm | 80 | 1,228 | 98,240 |
| 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 | 12580 | 133.7 | 16,81,946 |
| 33 | Hot finished welded type tubes | Kg | 11820 | 194.4 | 22,97,808 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 9612 | 172.6 | 16,59,031.2 |
| 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 | 1500 | 772.4 | 11,58,600 |
| 36 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 400 | 844.7 | 3,37,880 |
| 37 | 25 mm thick | Sqm | 210 | 1,948.25 | 4,09,132.5 |
| 38 | Size of Tile 600x600 mm | Sqm | 1800 | 1,553.45 | 27,96,210 |
| 39 | Size of Tile 800x800 mm | Sqm | 1120 | 1,885.5 | 21,11,760 |
| 40 | 75 mm diameter | Metre | 220 | 248.8 | 54,736 |
| 41 | 110 mm diameter | Metre | 450 | 377.4 | 1,69,830 |
| 42 | 110 mm | Each | 150 | 136.15 | 20,422.5 |
| 43 | 110 mm | Each | 120 | 371.3 | 44,556 |
| 44 | 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 | 450 | 738.65 | 3,32,392.5 |
| 45 | GI Metal Ceiling Clip in plain Bevelled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. | Sqm | 1266 | 2,354.65 | 29,80,986.9 |
| 46 | 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 | 11570 | 518.55 | 59,99,623.5 |
| 47 | 1:3 (1 cement : 3 fine sand) | Sqm | 640 | 300.45 | 1,92,288 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 11570 | 262.7 | 30,39,439 |
| 49 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 600 | 171.1 | 1,02,660 |
| 50 | Two coats | Sqm | 11570 | 142.8 | 16,52,196 |
| 51 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 11570 | 73.95 | 8,55,601.5 |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 80 | 2,434.25 | 1,94,740 |
| 53 | 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 | 140 | 3,551.25 | 4,97,175 |
| 54 | In cement mortar | cum | 240 | 2,060.2 | 4,94,448 |
| 55 | G.S. Sheet | Sqm | 700 | 164.95 | 1,15,465 |
| 56 | Moorum | cum | 1800 | 768.25 | 13,82,850 |
| 57 | Cement concrete prepared with batch mixing machine | cum | 60 | 10,529.35 | 6,31,761 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 59 | Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern | Each | 8 | 18,579.95 | 1,48,639.6 |
| 60 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,648.85 | 15,893.1 |
| 61 | Orissa pattern W.C. pan of size 580x440 mm | Each | 21 | 3,169.05 | 66,550.05 |
| 62 | 10 litre capacity - White | Each | 31 | 1,190.65 | 36,910.15 |
| 63 | 40 mm dia | Each | 24 | 119.55 | 2,869.2 |
| 64 | 20 mm nominal dia Pipes | Metre | 650 | 335 | 2,17,750 |
| 65 | 25 mm nominal dia Pipes | Metre | 550 | 401.55 | 2,20,852.5 |
| 66 | 50 mm nominal dia Pipes | Metre | 300 | 934.15 | 2,80,245 |
| 67 | 25 to 40 mm nominal bore | Each | 42 | 911.9 | 38,299.8 |
| 68 | 50 to 80 mm nominal bore | Each | 7 | 1,785.35 | 12,497.45 |
| 69 | 50 mm nominal bore | Each | 7 | 1,026.65 | 7,186.55 |
| 70 | 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 | 25000 | 11 | 2,75,000 |
| 71 | 25mm nominal bore, weighing not less than 62 gms | Each | 12 | 113.35 | 1,360.2 |
| 72 | 200 mm diameter | Metre | 250 | 970.35 | 2,42,587.5 |
| 73 | 200 mm diameter S.W. pipe | Metre | 250 | 1,375.45 | 3,43,862.5 |
| 74 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 700 | 530.9 | 3,71,630 |
| 75 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 800 | 634.45 | 5,07,560 |
| 76 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 190 | 1,176.8 | 2,23,592 |
| 77 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1157 | 688.9 | 7,97,057.3 |
| Schedule total | ₹8,64,04,665.7 | ||||
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