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Tender Value
₹2.1 Cr
EMD Value
₹2.5 L
Closing Date
11 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
19 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).
Similar Nature of Work - Construction of buildings work
70 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-2021 (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.
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.
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)
Ujjain Station - Construction of new SSE (P. Way) North Ujjain office and store including with electrical work.
RTM-2025-26-161~WR
RTM-2025-26-161
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹2.5 L
11 Feb 2026
15 Jan 2026
28 Jan 2026
107 items across 3 schedules · ₹2,65,73,031.76 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1000 | 205.45 | 2,05,450 |
| 2 | Ordinary rock | cum | 300 | 412.95 | 1,23,885 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 1140 | 253.95 | 2,89,503 |
| 4 | All kinds of soil | cum | 600 | 104.5 | 62,700 |
| 5 | Ordinary or hard rock | cum | 300 | 187.4 | 56,220 |
| 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 | 160 | 6,833.4 | 10,93,344 |
| 7 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 150 | 113.85 | 17,077.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 450 | 307.95 | 1,38,577.5 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 600 | 669.55 | 4,01,730 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 480 | 766.55 | 3,67,944 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 600 | 608.35 | 3,65,010 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 720 | 804.25 | 5,79,060 |
| 13 | Under 20 cm wide | Metre | 110 | 181.9 | 20,009 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 814.95 | 81,495 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 33744 | 89.65 | 30,25,149.6 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 14076.25 | 89.65 | 12,61,935.81 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 250 | 64.7 | 16,175 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 225 | 8,683.8 | 19,53,855 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 10,306.2 | 17,52,054 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 130 | 688.45 | 89,498.5 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 6,882 | 3,44,100 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 160 | 8,414.65 | 13,46,344 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 60 | 4,679.35 | 2,80,761 |
| 24 | Area of slab over 0.50 sqm | Sqm | 80 | 4,425.35 | 3,54,028 |
| 25 | Each | 10 | 808.15 | 8,081.5 | |
| 26 | 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 | 1,063.45 | 1,27,614 |
| 27 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 50 | 2,231.2 | 1,11,560 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 1,881.95 | 45,166.8 |
| 29 | On one side only | Sqm | 48 | 408.05 | 19,586.4 |
| 30 | 25 mm dia (heavy type) | Metre | 50 | 159.35 | 7,967.5 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3000 | 197.7 | 5,93,100 |
| 32 | With 12 mm mild steel U beading | Sqm | 50 | 812.4 | 40,620 |
| 33 | 125x64x2.50 mm | Each | 36 | 104.2 | 3,751.2 |
| 34 | 300x16 mm | Each | 24 | 260.3 | 6,247.2 |
| 35 | 150x10 mm | Each | 12 | 75.55 | 906.6 |
| 36 | 125 mm | Each | 32 | 60.05 | 1,921.6 |
| 37 | Twin rubber stopper | Each | 8 | 62.25 | 498 |
| 38 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 48 | 1,982.7 | 95,169.6 |
| 39 | Kiln seasoned and chemically treated hollock wood | Sqm | 32 | 2,976.95 | 95,262.4 |
| 40 | 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 | 6000 | 111.95 | 6,71,700 |
| 41 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 10 | 4,781.15 | 47,811.5 |
| 42 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 10 | 2,718.9 | 27,189 |
| 43 | Providing and fixing ball bearing for rolling shutters. | Each | 10 | 424.2 | 4,242 |
| 44 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 10 | 1,108.7 | 11,087 |
| 45 | 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, i/c 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 | 600 | 612.25 | 3,67,350 |
| 46 | 25 mm thick | Sqm | 450 | 1,706.6 | 7,67,970 |
| 47 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 20 | 2,038.55 | 40,771 |
| 48 | 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 | 935.6 | 56,136 |
| 49 | Size of Tile 600 x 600 mm | Sqm | 350 | 1,286.6 | 4,50,310 |
| 50 | Size of Tile 600x600 mm | Sqm | 30 | 1,676.15 | 50,284.5 |
| 51 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 200 | 163.65 | 32,730 |
| 52 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 53 | 110x110x110 mm | Each | 10 | 190.75 | 1,907.5 |
| 54 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 55 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 240 | 671.55 | 1,61,172 |
| 56 | Ridges plain (500 - 600mm) | Metre | 40 | 450.6 | 18,024 |
| 57 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1000 | 307.25 | 3,07,250 |
| 58 | 1:4 (1 cement: 4 coarse sand) | Sqm | 792 | 354.5 | 2,80,764 |
| 59 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1000 | 123.85 | 1,23,850 |
| 60 | Two coats | Sqm | 1800 | 116.05 | 2,08,890 |
| 61 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1800 | 64.45 | 1,16,010 |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 63 | 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 | 50 | 2,928.1 | 1,46,405 |
| 64 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 4500 | 4.65 | 20,925 |
| 65 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 60.5 | 6,050 |
| 66 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 50 | 93.4 | 4,670 |
| 67 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 100 | 219.75 | 21,975 |
| 68 | G.S. Sheet | Sqm | 100 | 136 | 13,600 |
| 69 | 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 | 50 | 219.35 | 10,967.5 |
| 70 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 600 | 180.5 | 1,08,300 |
| 71 | 63 mm to 45 mm size stone aggregate | cum | 180 | 1,624.5 | 2,92,410 |
| 72 | Stone screening 11.2 mm nominal size (Type B) | cum | 60 | 2,065.7 | 1,23,942 |
| 73 | Good earth | cum | 100 | 624.55 | 62,455 |
| 74 | Moorum | cum | 1140 | 888.3 | 10,12,662 |
| 75 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 420 | 865.8 | 3,63,636 |
| 76 | Cement concrete prepared with batch mixing machine | cum | 180 | 9,492.9 | 17,08,722 |
| 77 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 78 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,275 | 18,200 |
| 79 | 610x460 mm bowl depth 200 mm | Each | 1 | 3,337.85 | 3,337.85 |
| 80 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 81 | 10 litre capacity - White | Each | 4 | 1,023.05 | 4,092.2 |
| 82 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 4 | 131.65 | 526.6 |
| 83 | Providing and fixing 600x450 mm beveled 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 | 8 | 1,411.15 | 11,289.2 |
| 84 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 200 | 1,689.5 | 3,37,900 |
| 85 | 20 mm nominal dia Pipes | Metre | 110 | 325.1 | 35,761 |
| 86 | 15 mm nominal dia Pipes | Metre | 60 | 441.15 | 26,469 |
| 87 | 25 mm nominal dia Pipes | Metre | 60 | 626.05 | 37,563 |
| 88 | 15 mm nominal bore | Each | 16 | 303.85 | 4,861.6 |
| 89 | 15 mm nominal bore | Each | 16 | 303.85 | 4,861.6 |
| 90 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 91 | 25 mm nominal bore | Each | 4 | 399.15 | 1,596.6 |
| 92 | 15 mm nominal bore | Each | 16 | 85.2 | 1,363.2 |
| 93 | 100 mm diameter | Each | 6 | 166.35 | 998.1 |
| 94 | 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. | Litre | 5000 | 9.7 | 48,500 |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 11,687.1 | 58,435.5 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 28,029.15 | 56,058.3 |
| 97 | 300 mm dia piles | Metre | 360 | 2,560.9 | 9,21,924 |
| 98 | 300 mm dia piles | Each | 240 | 2,182.6 | 5,23,824 |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 600 | 433.95 | 2,60,370 |
| 100 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 564.8 | 2,54,160 |
| 101 | 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 @ 0.488 kg/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 than 10 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 | 480 | 585.55 | 2,81,064 |
| 102 | 30 mm thick | Sqm | 30 | 3,954 | 1,18,620 |
| Schedule total | ₹2,62,41,701.26 | ||||
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