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Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
3 Sept 2026, 3:00 pm
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 must submit a valid Electrical Contractor's License issued by a Government authority along with the offer, failing which the offer shall not be considered technically suitable. The license must be in the name of the agency/person supervising and executing 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)
Ranayala Jasmiya (RCJ) Station: Provision of EI SYETM AT Left Over PI STATIONS in Dewas-Maksi Section
RTM-2026-27-78~WR
RTM-2026-27-78
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹2.4 L
10 Aug 2026
10 Aug 2026
20 Aug 2026
149 items across 4 schedules · ₹15,48,173.02 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 400 | 177.5 | 71,000 |
| 2 | Ordinary rock | cum | 150 | 498.9 | 74,835 |
| 3 | 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 | 550 | 196 | 1,07,800 |
| 4 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 5 | Ordinary or hard rock | cum | 50 | 227.4 | 11,370 |
| 6 | 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 | 20 | 8,340.85 | 1,66,817 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 7,878.5 | 1,57,570 |
| 8 | 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 | 60 | 7,294.7 | 4,37,682 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 392.15 | 1,37,252.5 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 450 | 842.5 | 3,79,125 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 550 | 927.25 | 5,09,987.5 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 425 | 736.4 | 3,12,970 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 380 | 961.3 | 3,65,294 |
| 14 | Stairs, (excluding landings) except spiral-staircases | Sqm | 50 | 764.95 | 38,247.5 |
| 15 | Under 20 cm wide | Metre | 10 | 208.55 | 2,085.5 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 951.1 | 38,044 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17500 | 107.85 | 18,87,375 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14500 | 107.85 | 15,63,825 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 145 | 9,504.75 | 13,78,188.75 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 110 | 9,860.4 | 10,84,644 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 50 | 733.5 | 36,675 |
| 22 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 20 | 6,295.15 | 1,25,903 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 88 | 9,095.05 | 8,00,364.4 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 7 | 3,414.8 | 23,903.6 |
| 25 | Area of slab over 0.50 sqm | Sqm | 8 | 3,078.4 | 24,627.2 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 6 | 5,413.5 | 32,481 |
| 27 | Area of slab over 0.50 sqm | Sqm | 2 | 5,136.3 | 10,272.6 |
| 28 | Granite work | Metre | 100 | 510.95 | 51,095 |
| 29 | 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 | 180 | 1,267.95 | 2,28,231 |
| 30 | 30 mm thick shutters | Sqm | 4.6 | 3,747.3 | 17,237.58 |
| 31 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 7.5 | 2,241.8 | 16,813.5 |
| 32 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 2,172.1 | 39,097.8 |
| 33 | On one side only | Sqm | 28 | 478 | 13,384 |
| 34 | 125x75x4 mm | Each | 10 | 150.1 | 1,501 |
| 35 | 300x16 mm | Each | 12 | 303.25 | 3,639 |
| 36 | 300x10 mm | Each | 4 | 130.1 | 520.4 |
| 37 | 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 | 10 | 492.7 | 4,927 |
| 38 | 30 mm thick plain PVC door shutters | Sqm | 9 | 3,182.95 | 28,646.55 |
| 39 | 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 | 600 | 117.35 | 70,410 |
| 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 | 3600 | 133.7 | 4,81,320 |
| 41 | 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 | 700 | 772.4 | 5,40,680 |
| 42 | Light shade pigment using white cement | Sqm | 200 | 1,402 | 2,80,400 |
| 43 | Acid and alkali resistant tile | Sqm | 150 | 1,738.15 | 2,60,722.5 |
| 44 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 45 | 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 | 10 | 2,354.7 | 23,547 |
| 46 | White sand stone | Sqm | 20 | 1,342.65 | 26,853 |
| 47 | Size of Tile 600x600 mm | Sqm | 350 | 1,553.45 | 5,43,707.5 |
| 48 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 14 | 6,603.35 | 92,446.9 |
| 49 | Polished Granite stone slab colour Black, Cherry/Ruby Red or equivalent | Sqm | 15 | 4,481.3 | 67,219.5 |
| 50 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 15 | 195.6 | 2,934 |
| 51 | 12 mm thick | Sqm | 5 | 924.35 | 4,621.75 |
| 52 | 75 mm diameter | Metre | 10 | 248.8 | 2,488 |
| 53 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 54 | 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 | 250 | 738.65 | 1,84,662.5 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 750 | 383 | 2,87,250 |
| 56 | 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 | 550 | 518.55 | 2,85,202.5 |
| 57 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 300.45 | 30,045 |
| 58 | Two or more coats on new work | Sqm | 120 | 155.9 | 18,708 |
| 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 | 450 | 156.05 | 70,222.5 |
| 60 | Two coats | Sqm | 750 | 142.8 | 1,07,100 |
| 61 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 80 | 73.95 | 5,916 |
| 62 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 150 | 120.75 | 18,112.5 |
| 63 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 5 | 851.5 | 4,257.5 |
| 64 | 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 | 3,551.25 | 1,77,562.5 |
| 65 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 66 | 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 | 1800.7 | 5.65 | 10,173.96 |
| 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 | 266.45 | 26,645 |
| 68 | Moorum | cum | 350 | 768.25 | 2,68,887.5 |
| 69 | 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 | 250 | 972 | 2,43,000 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 71 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| 73 | Orissa pattern W.C. pan of size 580x440 mm | Each | 2 | 3,169.05 | 6,338.1 |
| 74 | Orissa pattern W.C. pan 580x440 mm | Each | 2 | 426.8 | 853.6 |
| 75 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 349.15 | 698.3 |
| 76 | 10 litre capacity - White | Each | 2 | 1,190.65 | 2,381.3 |
| 77 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 2 | 142.85 | 285.7 |
| 78 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 79 | 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 | 2 | 1,607.95 | 3,215.9 |
| 80 | Circular shape 450 mm dia | Each | 2 | 1,479.05 | 2,958.1 |
| 81 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 231.95 | 463.9 |
| 82 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 14,999.15 | 29,998.3 |
| 83 | 100 mm nominal dia Pipes | Metre | 30 | 3,271.7 | 98,151 |
| 84 | 15 mm dia nominal bore | Metre | 60 | 366.4 | 21,984 |
| 85 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 86 | 15 mm dia nominal bore | Metre | 60 | 322.15 | 19,329 |
| 87 | 25 mm dia nominal bore | Metre | 60 | 467.75 | 28,065 |
| 88 | 50 mm dia nominal bore | Metre | 70 | 762.15 | 53,350.5 |
| 89 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 90 | 15 mm nominal bore | Each | 4 | 406.85 | 1,627.4 |
| 91 | Class I | Each | 2 | 4,791.2 | 9,582.4 |
| 92 | Class I | Each | 2 | 13,554.7 | 27,109.4 |
| 93 | 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 | 2000 | 11 | 22,000 |
| 94 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 156.9 | 313.8 |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 12,770.55 | 25,541.1 |
| 96 | 300 mm dia piles | Metre | 33 | 3,065.6 | 1,01,164.8 |
| 97 | 300 mm dia piles | Each | 15 | 2,626.3 | 39,394.5 |
| 98 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 530.9 | 79,635 |
| 99 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 180.9 | 634.45 | 1,14,772.01 |
| 100 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 92 | 1,176.8 | 1,08,265.6 |
| 101 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 100 | 638.35 | 63,835 |
| 102 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 20 | 8,042.3 | 1,60,846 |
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