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Tender Value
₹90.3 L
EMD Value
₹1.8 L
Closing Date
1 Oct 2026, 3:00 pm4d left
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's license issued by any Government & should submit copy of the same along with the offer failing to which offer will not consider as technically suitable. (Electrical License on the Name of agency / person who will supervise and execute the Electrical work).
73 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.
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%
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%
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.
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)
Dr Ambedkar Nagar (DADN)-Provision of new Integrated crew lobby, CTCC Office, counselling room, TRS staff Room with parking & boundary wall at including electric work
RTM-2025-26-119R3~WR
RTM-2025-26-119R3
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹1.8 L
7 Sept 2026
7 Sept 2026
17 Sept 2026
114 items across 3 schedules · ₹1,17,36,076.57 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 462.12 | 205.45 | 94,942.55 |
| 2 | Ordinary rock | cum | 25 | 412.95 | 10,323.75 |
| 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 | 200 | 253.95 | 50,790 |
| 4 | All kinds of soil | cum | 100 | 104.5 | 10,450 |
| 5 | 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 | 50 | 7,365.15 | 3,68,257.5 |
| 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 | 50 | 6,833.4 | 3,41,670 |
| 7 | Foundations, footings, bases for columns | Sqm | 125 | 307.95 | 38,493.75 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 5 | 8,387.15 | 41,935.75 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 210 | 307.95 | 64,669.5 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 20 | 669.55 | 13,391 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 766.55 | 45,993 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 100 | 608.35 | 60,835 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 804.25 | 80,425 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8003.84 | 89.65 | 7,17,544.26 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 273 | 8,683.8 | 23,70,677.4 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 380 | 10,306.2 | 39,16,356 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 4 | 688.45 | 2,753.8 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 6,658.25 | 4,66,077.5 |
| 20 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 1,881.95 | 94,097.5 |
| 22 | 250x10 mm | Each | 10 | 74.65 | 746.5 |
| 23 | 100 mm | Each | 10 | 28.25 | 282.5 |
| 24 | 125x64x2.50 mm | Each | 5 | 104.2 | 521 |
| 25 | Extruded section profile size 48x40 mm | Metre | 10 | 232.55 | 2,325.5 |
| 26 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 20 | 2,008.55 | 40,171 |
| 27 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 20 | 408.25 | 8,165 |
| 28 | 30 mm thick plain PVC door shutters | Sqm | 20 | 2,455.1 | 49,102 |
| 29 | With 12 mm mild steel U beading | Sqm | 10 | 1,051.75 | 10,517.5 |
| 30 | 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 | 80 | 93.05 | 7,444 |
| 31 | 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 | 650 | 111.95 | 72,767.5 |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1200 | 142.3 | 1,70,760 |
| 33 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 20 | 545 | 10,900 |
| 34 | 25 mm thick | Sqm | 80 | 1,706.6 | 1,36,528 |
| 35 | 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 | 8 | 2,038.55 | 16,308.4 |
| 36 | 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 | 8 | 935.6 | 7,484.8 |
| 37 | Size of Tile 600x600 mm | Sqm | 8 | 1,416.65 | 11,333.2 |
| 38 | 110 mm diameter | Metre | 10 | 319.75 | 3,197.5 |
| 39 | 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 | 88 | 671.55 | 59,096.4 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 120 | 282 | 33,840 |
| 41 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 400 | 442.75 | 1,77,100 |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 214.3 | 85,720 |
| 43 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 600 | 162.55 | 97,530 |
| 44 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 700 | 162.35 | 1,13,645 |
| 45 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 46 | 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 | 250 | 123.85 | 30,962.5 |
| 47 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 1 | 1,318.35 | 1,318.35 |
| 48 | Orissa pattern W.C. pan of size 580x440 mm | Each | 1 | 2,758.2 | 2,758.2 |
| 49 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 1 | 2,403.65 | 2,403.65 |
| 50 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 1 | 299.35 | 299.35 |
| 51 | 10 litre capacity - White | Each | 1 | 1,023.05 | 1,023.05 |
| 52 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 1 | 131.65 | 131.65 |
| 53 | 40 mm dia | Each | 1 | 104.35 | 104.35 |
| 54 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 1 | 45.25 | 45.25 |
| 55 | 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 | 1 | 1,411.15 | 1,411.15 |
| 56 | Hubless centrifugally cast (spun) iro n pipes epoxy coated inside & outside IS:15905 | Metre | 1 | 867.55 | 867.55 |
| 57 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 1 | 103 | 103 |
| 58 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 1 | 325.1 | 325.1 |
| 59 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 1 | 600.35 | 600.35 |
| 60 | 15 mm nominal dia Pipes | Metre | 50 | 221.35 | 11,067.5 |
| 61 | 25 mm nominal dia Pipes | Metre | 50 | 370.65 | 18,532.5 |
| 62 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 63 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 1 | 670.15 | 670.15 |
| 64 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 65 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 66 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 1 | 10,102.5 | 10,102.5 |
| 67 | 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 | 1000 | 9.7 | 9,700 |
| 68 | 15 mm nominal bore | Each | 20 | 434.2 | 8,684 |
| 69 | 15 mm nominal bore | Each | 1 | 708.4 | 708.4 |
| 70 | 15 mm nominal bore | Each | 1 | 594.75 | 594.75 |
| 71 | 15mm nominal bore | Each | 2 | 500.35 | 1,000.7 |
| 72 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 109.85 | 219.7 |
| 73 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 103.15 | 206.3 |
| 74 | 15 mm nominal bore with 30cm length | Each | 1 | 85.5 | 85.5 |
| 75 | 15 mm nominal bore, weighing not less than 32 gms | Each | 1 | 43.05 | 43.05 |
| 76 | 100 mm dia. R.C.C. pipe | Metre | 73 | 447.25 | 32,649.25 |
| 77 | 150 mm dia. R.C.C. pipe | Metre | 73 | 493.1 | 35,996.3 |
| 78 | Circular shape 500 mm internal diameter | Each | 1 | 1,056.65 | 1,056.65 |
| 79 | 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 | 50 | 585.55 | 29,277.5 |
| Schedule total | ₹1,08,20,310.46 | ||||
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