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Tender Value
₹3.7 Cr
EMD Value
₹3.4 L
Closing Date
18 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG.
16 conditions · 5 needing a document upload
The tenderer must have minimum average annualcontractual turnover of V/N or 'V' whichever isless: where V= Advertised value of the tender incrores of Rupees. N= Number of years prescribedfor completion of work for which bids have beeninvited. The average annual contractual turnovershall be calculated as an average of "totalcontractual payments" in the previous threefinancial years, as per the audited balance sheet.However, in case balance sheet of the previousyear is yet to be prepared/ audited, the auditedbalance sheet of the fourth previous year shall beconsidered for calculating average annualcontractual turnover. The tenderers shall submitrequisite information along with copies of AuditedBalance Sheets duly certified by the CharteredAccountant/ Certificate from Chartered Accountantduly supported by Audited Balance Sheet.
Similar nature of work for Civil Engineering Work is defined as "Civil/composite work involving construction of formation (Cutting/filling/blanketing) and or construction of bridges"
Regarding technical and financial eligibility criteria, scanned copies of supportive documents/certificates from competent officials are to be submitted along with their offer
Scanned copies of documents in support of formation/registration of the company/firm/legal authorization of the person to deal with the tender/notarized/registered copies of the documents wherever required as per tender conditions are to be submitted along with offer.
a)The tenderer must have successfully completed/substantially completed any of the following 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 dvertised value of the tender, or (ii) Two similar works each costing notless than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, or a One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender.
11 conditions · 2 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.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
The tenderers shall keep the offer open for a minimum period as mentioned in NIT from the date of opening of the tender, within which period the tenderers can not withdraw their offer, subject to the period being extended further if required, by mutual agreement from time to time. Any intervention of the above condition will make the tenderer liable for forfeiture of his security deposit for due performance of the foregoing stipulation
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account
The work shall be supervise by the PSSA staff under CPM/GSU/Ajmer, in compliance of procedure order for Measurement, Test Check limit, Material passing & Payments etc, shall be followed as per Railway Board letter no: 2016/CE- 1/CT/14 Measurement Dated: 02/08/2024
Provision of 04 nos. Tower wagon shed (including P-Way & Electrical General) work at BNGM, RANI, BJNR and UDZ/UMRA station of Ajmer Division.
GSUAII-TWS-4STN-2025-01~NWR
GSUAII-TWS-4STN-2025-01
Open
Works - General
12 Months
Ajmer, Rajasthan
₹0
₹3.4 L
18 Dec 2025
26 Nov 2025
4 Dec 2025
201 items across 7 schedules · ₹4,86,61,757.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1100 | 205.45 | 2,25,995 |
| 2 | All kinds of soil. | cum | 350 | 286.85 | 1,00,397.5 |
| 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 | 275 | 253.95 | 69,836.25 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 45 | 368.65 | 16,589.25 |
| 5 | All kinds of soil | cum | 80 | 104.5 | 8,360 |
| 6 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 60 | 7,783.65 | 4,67,019 |
| 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 | 10 | 7,365.15 | 73,651.5 |
| 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 | 115 | 6,833.4 | 7,85,841 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 28 | 6,670.25 | 1,86,767 |
| 10 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 265 | 6,326.05 | 16,76,403.25 |
| 11 | 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 | 16 | 9,375.2 | 1,50,003.2 |
| 12 | Foundations, footings, bases for columns | Sqm | 141 | 307.95 | 43,420.95 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 14 | cum | 1 | 10,719.3 | 10,719.3 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 390 | 307.95 | 1,20,100.5 |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 755 | 669.55 | 5,05,510.25 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 222 | 766.55 | 1,70,174.1 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 407 | 608.35 | 2,47,598.45 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 522 | 804.25 | 4,19,818.5 |
| 20 | Under 20 cm wide | Metre | 20 | 181.9 | 3,638 |
| 21 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 36 | 814.95 | 29,338.2 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 21180 | 89.65 | 18,98,787 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13480 | 89.65 | 12,08,482 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 343 | 8,683.8 | 29,78,543.4 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 139 | 10,306.2 | 14,32,561.8 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 157.5 | 688.45 | 1,08,430.88 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 6,658.25 | 1,66,456.25 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 440 | 8,288.35 | 36,46,874 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 162 | 1,018.05 | 1,64,924.1 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 372 | 6,653.45 | 24,75,083.4 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 180 | 8,275.7 | 14,89,626 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5 | 3,086.1 | 15,430.5 |
| 33 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6 | 2,015.75 | 12,094.5 |
| 34 | 300x16 mm | Each | 7 | 260.3 | 1,822.1 |
| 35 | 250x10 mm | Each | 3 | 104.4 | 313.2 |
| 36 | 200x10 mm | Each | 4 | 90.8 | 363.2 |
| 37 | 125 mm | Each | 11 | 60.05 | 660.55 |
| 38 | 100 mm | Each | 3 | 53.25 | 159.75 |
| 39 | Single rubber stopper | Each | 4 | 35.5 | 142 |
| 40 | Twin rubber stopper | Each | 3 | 62.25 | 186.75 |
| 41 | 1.5 mm thick | Sqm | 10 | 890.55 | 8,905.5 |
| 42 | With 2nd class teak wood beading 62X19 mm | Sqm | 52 | 1,404.25 | 73,021 |
| 43 | 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 | 1100 | 93.05 | 1,02,355 |
| 44 | 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 | 12660 | 111.95 | 14,17,287 |
| 45 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 40 | 4,781.15 | 1,91,246 |
| 46 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 1560 | 175.65 | 2,74,014 |
| 47 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 12 | 444.5 | 5,334 |
| 48 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 13 | 471.25 | 6,126.25 |
| 49 | Hot finished welded type tubes | Kg | 9290 | 154.9 | 14,39,021 |
| 50 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 5 | 185.95 | 929.75 |
| 51 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1560 | 88.5 | 1,38,060 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4800 | 142.3 | 6,83,040 |
| 53 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 52 | 940.3 | 48,895.6 |
| 54 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1071 | 545 | 5,83,695 |
| 55 | Ordinary cement without any pigment | Sqm | 30 | 1,163.2 | 34,896 |
| 56 | 25 mm thick | Sqm | 25 | 1,706.6 | 42,665 |
| 57 | 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 | 6 | 2,038.55 | 12,231.3 |
| 58 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 400 | 462.1 | 1,84,840 |
| 59 | Corrugated serrated adjustable ridges | Metre | 32 | 444.75 | 14,232 |
| 60 | 110 mm diameter | Metre | 25 | 319.75 | 7,993.75 |
| 61 | 110 mm | Each | 12 | 119.95 | 1,439.4 |
| 62 | 110 mm bend | Each | 7 | 132 | 924 |
| 63 | 110 mm Shoe | Each | 7 | 115.95 | 811.65 |
| 64 | 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 | 790 | 671.55 | 5,30,524.5 |
| 65 | Ridges plain (500 - 600mm) | Metre | 30 | 450.6 | 13,518 |
| 66 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1410 | 294.35 | 4,15,033.5 |
| 67 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2900 | 339.1 | 9,83,390 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1180 | 401.35 | 4,73,593 |
| 69 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2900 | 162.55 | 4,71,395 |
| 70 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2340 | 97.6 | 2,28,384 |
| 71 | Two or more coats on new work | Sqm | 1282 | 131.45 | 1,68,518.9 |
| 72 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 13 | 7,510.75 | 97,639.75 |
| Schedule total | ₹2,95,99,559.93 | ||||
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