Loading…
Loading…
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
6 Jun 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 conditions · 3 needing a document upload
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.(See detail in tender document)
(i)(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for 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 or substantially completed any one of the following categories of work(s) 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 One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (i): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 1.4.1 : Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- "Any Civil Engineering Work (excluding horticulture work, sanitation work, track work, and material supply work)"
7 conditions · 4 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.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Construction of strong room, parking shed, provision of one tubewell and Up- gradation of various Toilet Blocks in workshop area of RCF, Kapurthala.
RCF-CE-WA-EOT-09-26-27
RCF-CE-WA-EOT-09-26-27
Open
Works - General
8 Months
Kapurthala, Punjab
₹0
₹9.0 L
6 Jun 2026
16 May 2026
23 May 2026
138 items across 2 schedules · ₹4,84,75,573.67 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 310 | 205.45 | 63,689.5 |
| 2 | All kinds of soil. | cum | 125 | 286.85 | 35,856.25 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 700 | 417.35 | 2,92,145 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 50 | 651.55 | 32,577.5 |
| 5 | 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 | 115 | 253.95 | 29,204.25 |
| 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 | 25 | 7,783.65 | 1,94,591.25 |
| 7 | 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 | 190.4 | 6,326.05 | 12,04,479.92 |
| 8 | 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 | 190 | 9,375.2 | 17,81,288 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 5 | 370.85 | 1,854.25 |
| 10 | 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 | 5 | 8,364.2 | 41,821 |
| 11 | 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 | 3 | 10,185.05 | 30,555.15 |
| 12 | cum | 12 | 10,719.3 | 1,28,631.6 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 280 | 307.95 | 86,226 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 370 | 766.55 | 2,83,623.5 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 30 | 804.25 | 24,127.5 |
| 17 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 18 | Above 20 cm wide | Sqm | 200 | 772.1 | 1,54,420 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22110 | 89.65 | 19,82,161.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14700 | 89.65 | 13,17,855 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 126 | 8,683.8 | 10,94,158.8 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 70 | 10,306.2 | 7,21,434 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 6,882 | 6,19,380 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,658.25 | 9,98,737.5 |
| 25 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 20 | 5,549.95 | 1,10,999 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 8,288.35 | 9,94,602 |
| 27 | Area of slab over 0.50 sqm | Sqm | 88 | 4,425.35 | 3,89,430.8 |
| 28 | 300x16 mm | Each | 14 | 260.3 | 3,644.2 |
| 29 | 300x10 mm | Each | 28 | 117.65 | 3,294.2 |
| 30 | 200x10 mm | Each | 28 | 90.8 | 2,542.4 |
| 31 | 125 mm | Each | 56 | 60.05 | 3,362.8 |
| 32 | Single rubber stopper | Each | 56 | 35.5 | 1,988 |
| 33 | Twin rubber stopper | Each | 28 | 62.25 | 1,743 |
| 34 | 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 | 300 | 93.05 | 27,915 |
| 35 | 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 | 13100 | 111.95 | 14,66,545 |
| 36 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 5.1 | 444.5 | 2,266.95 |
| 37 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 9.6 | 511.4 | 4,909.44 |
| 38 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 6 | 185.2 | 1,111.2 |
| 39 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1446.48 | 88.5 | 1,28,013.48 |
| 40 | Providing and fixing bolts including nuts and washers complete. | Kg | 90 | 140.15 | 12,613.5 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1400 | 142.3 | 1,99,220 |
| 42 | 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 | 5823.5 | 612.25 | 35,65,437.88 |
| 43 | Size of Tile 600 x 1200 mm | Sqm | 1076 | 1,407.05 | 15,13,985.8 |
| 44 | Size of Tile 600 x 600 mm | Sqm | 1076 | 1,311.05 | 14,10,689.8 |
| 45 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 2152 | -735.3 | -15,82,365.6 |
| 46 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 2152 | 633.6 | 13,63,507.2 |
| 47 | Size of Tile 600x600 mm | Sqm | 2152 | 258.65 | 5,56,614.8 |
| 48 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 2152 | -11.7 | -25,178.4 |
| 49 | 110 mm diameter | Metre | 1300 | 319.75 | 4,15,675 |
| 50 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 960 | 1,145.95 | 11,00,112 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 2050 | 282 | 5,78,100 |
| 52 | 1:3 (1 cement: 3 fine sand) | Sqm | 35 | 374.15 | 13,095.25 |
| 53 | Flush / Ruled/ Struck or weathered pointing | Sqm | 300 | 214.4 | 64,320 |
| 54 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1231 | 162.55 | 2,00,099.05 |
| 55 | Water thinnable cement primer | Sqm | 300 | 64.45 | 19,335 |
| 56 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 300 | 97.6 | 29,280 |
| 57 | Two or more coats on new work | Sqm | 50 | 131.45 | 6,572.5 |
| 58 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 4270 | 63.25 | 2,70,077.5 |
| 59 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer- in-Charge. | Each | 96 | 110.7 | 10,627.2 |
| 60 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 355 | 2,007.1 | 7,12,520.5 |
| 61 | 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 | 173 | 2,928.1 | 5,06,561.3 |
| 62 | In cement mortar | cum | 28 | 1,698.45 | 47,556.6 |
| 63 | Of area 3 sq. metres and below | Each | 161 | 302.7 | 48,734.7 |
| 64 | For thickness of tiles 10 mm to 25 mm | Sqm | 1400 | 60.5 | 84,700 |
| 65 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | Sqm | 516 | 62.5 | 32,250 |
| 66 | 15 mm to 40 mm nominal bore | Metre | 600 | 124.1 | 74,460 |
| 67 | Up to 150 mm diameter | Metre | 400 | 340.7 | 1,36,280 |
| 68 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 90 | 744.6 | 67,014 |
| 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 | 480 | 219.35 | 1,05,288 |
| 70 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with Local sand, including finishing smooth etc. complete as per direction of Engineer- in-charge. | Sqm | 915 | 196.3 | 1,79,614.5 |
| 71 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 180.6 | 8,277.55 | 14,94,925.53 |
| 72 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 42 | 5,781.35 | 2,42,816.7 |
| 73 | 610x460 mm bowl depth 200 mm | Each | 23 | 3,337.85 | 76,770.55 |
| 74 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 1290 | 358.9 | 4,62,981 |
| 75 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 420 | 523.6 | 2,19,912 |
| 76 | 100 mm diameter pipe | Each | 40 | 284.75 | 11,390 |
| 77 | 150 mm diameter pipe | Each | 40 | 343.55 | 13,742 |
| 78 | 200 mm diameter pipe | Each | 80 | 377 | 30,160 |
| 79 | Class II | Each | 6 | 4,500.25 | 27,001.5 |
| 80 | Class II | Each | 2 | 13,512.6 | 27,025.2 |
| 81 | 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 | 14000 | 9.7 | 1,35,800 |
| 82 | 100 mm dia | Each | 2 | 8,214.1 | 16,428.2 |
| 83 | 200 mm dia nominal bore | Each | 1 | 8,080.15 | 8,080.15 |
| 84 | 100 mm dia Ductile Iron Double Flanged | Metre | 300 | 1,541.6 | 4,62,480 |
| 85 | 150 mm dia Ductile Iron Double Flanged | Metre | 40 | 2,312.9 | 92,516 |
| 86 | 200 mm dia Ductile Iron Double Flanged | Metre | 400 | 2,921.15 | 11,68,460 |
| 87 | 450 mm dia RCC pipes. | Metre | 50 | 2,720 | 1,36,000 |
| 88 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 800 | 516.6 | 4,13,280 |
| 89 | Frame size 65 x 125 mm | Metre | 84 | 1,247.7 | 1,04,806.8 |
| 90 | 35 mm thick | Sqm | 51.4 | 4,556.05 | 2,34,180.97 |
| Schedule total | ₹3,14,96,599.62 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Tenderconditionsforworks09.pdf Tender Document
ATTACHMENT
SpecialData09.pdf
ATTACHMENT
Tenderconditionsforworks09.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .