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Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
21 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
CIVIL
12 conditions · 1 needing a document upload
No Technical and Financial credentials are required for tenders having advertised value up to Rs 50 Lakh as per clause 10.4 of GCC-2022.
I/we the tenderer (s) am/are signing this document after carefully reading the contents.
I/We the tenderer(s) also accept all the conditions of the tender and have signed all the pages in confirmation thereof.
I/we hereby declare that I/we have downloaded the tender documents from Indian Railway website www.ireps.gov.in . I/we have verified the content of the document from the website and there is no addition, no deletion or no alteration to the content of the tender document. In case of any discrepancy noticed at any stage i.e. evaluation of tenders, execution of work or final payment of the contract, the master copy available with the railway Administration shall be final and binding upon me/us.
I/we declare and certify that I/we have not made any misleading or false representation in the forms, statements and attachments in proof of the qualification requirements.
I/We also understand that my/our offer will be evaluated based on the documents/credentials submitted along with the offer and same shall be binding upon me/us.
I/We declare that the information and documents submitted along with the tender by me/us are correct and I/we are fully responsible for the correctness of the information and documents, submitted by us.
I/we certify that I/we the tenderer(s) is/are not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of submission of bids, either in individual capacity or as a HUF/ member of the partnership firm/LLP/JV/Society/Trust.
I/we understand that if the contents of the certificate submitted by us are found to be forged/false at any time during process for evaluation of tenders, it shall lead to forfeiture of the Bid Security and may also lead to any other action provided in the contract including banning of business for a period of upto two year. Further, I/we and all my/our constituents understand that my/our offer shall be summarily rejected.
I/we also understand that if the contents of the certificate submitted by us are found to be false/forged at any time after the award of the contract, it will lead to termination of the contract, along with forfeiture of Bid Security/Security Deposit and Performance guarantee and may also lead to any other action provided in the contract including banning of business for a period of upto two year.
I/We have read the clause regarding restriction on procurement from a bidder of a country which shares a land border with India and certify that I am/We are not from such a country or, if from such a country, have been registered with the competent Authority. I/We hereby certify that I/we fulfil all the requirements in this regard and am/are eligible to be considered (evidence of valid registration by the competent authority is enclosed)
16 conditions · 3 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.
Quoted Rates shall be inclusive of all statutory taxes like GST, building cess, any allowance, license fee, royalty charges etc. as legally leviable by State, Central Government and/or any other local body/authority.
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To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
Tenderer should comply with the provision of EPF&ESI Scheme as modified from time to time and should registered themselves with concerned authority or submit registration issued by authority concerned within 30 days from the date of issue of (LOA), otherwise no payment will be released.
i) Replacement of damaged asbestos sheet of Mumties and backyard of quarters in colony-I area including covering of stair case in quarters 4,5,6 & 7 in Col-I area PLW Patiala ii) Laying Pathway in stadium, Boring of Shallow tubewell including allied works in Stadium area PLW Patiala
T-06-2026-27
T-06-2026-27
Open
Works - General
5 Months
Patiala, Punjab
₹0
₹87,000
21 Jul 2026
29 Jun 2026
7 Jul 2026
52 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 15 | 286.85 | 4,302.75 |
| 2 | 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 | 15 | 253.95 | 3,809.25 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 3 | 2,161.2 | 6,483.6 |
| 4 | 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 | 6 | 6,326.05 | 37,956.3 |
| 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 | 8 | 9,375.2 | 75,001.6 |
| 6 | 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 |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 20 | 57.15 | 1,143 |
| 8 | cum | 3.5 | 10,719.3 | 37,517.55 | |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 20 | 766.55 | 15,331 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 5 | 608.35 | 3,041.75 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 300 | 89.65 | 26,895 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6 | 6,658.25 | 39,949.5 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,288.35 | 4,14,417.5 |
| 14 | 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 | 700 | 93.05 | 65,135 |
| 15 | 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 | 180 | 111.95 | 20,151 |
| 16 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 200 | 4,615.15 | 9,23,030 |
| 17 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In- charge. | Kg | 900 | 103.7 | 93,330 |
| 18 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 30 | 545 | 16,350 |
| 19 | With residual type petroleum bitumen of grade VG -10 | Sqm | 16 | 133.15 | 2,130.4 |
| 20 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 15 | 905.8 | 13,587 |
| 21 | In 75x75 mm deep chase | Metre | 15 | 260.2 | 3,903 |
| 22 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 2 | 266.6 | 533.2 |
| 23 | 100 mm diameter | Each | 6 | 308.45 | 1,850.7 |
| 24 | 110 mm diameter | Metre | 6.4 | 319.75 | 2,046.4 |
| 25 | 110 mm bend | Each | 4 | 132 | 528 |
| 26 | 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 | 1500 | 671.55 | 10,07,325 |
| 27 | 1:6 (1 cement: 6 fine sand) | Sqm | 1200 | 282 | 3,38,400 |
| 28 | Two or more coats on new work | Sqm | 100 | 92.75 | 9,275 |
| 29 | Water thinnable cement primer | Sqm | 200 | 64.45 | 12,890 |
| 30 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 800 | 97.6 | 78,080 |
| 31 | Two or more coats on new work | Sqm | 560 | 131.45 | 73,612 |
| 32 | Two coats | Sqm | 300 | 116.05 | 34,815 |
| 33 | One or more coats on old work | Sqm | 400 | 86.55 | 34,620 |
| 34 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 35 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 6 | 1,239.6 | 7,437.6 |
| 36 | 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 | 2 | 2,928.1 | 5,856.2 |
| 37 | In cement mortar | cum | 35 | 1,698.45 | 59,445.75 |
| 38 | Of area 3 sq. metres and below | Each | 80 | 118.3 | 9,464 |
| 39 | Asbestos Cement sheet | Sqm | 1300 | 63.75 | 82,875 |
| 40 | 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 | 80 | 219.35 | 17,548 |
| 41 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. | Sqm | 710 | 190.05 | 1,34,935.5 |
| 42 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 25 | 8,613.55 | 2,15,338.75 |
| 43 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | Metre | 350 | 90.85 | 31,797.5 |
| 44 | 80 mm dia nominal bore | Metre | 100 | 919.1 | 91,910 |
| 45 | 80 mm nominal bore | Each | 1 | 2,227.6 | 2,227.6 |
| 46 | 400 mm dia | Metre | 45 | 828.85 | 37,298.25 |
| 47 | 200 mm nominal size dia | Metre | 30 | 951.95 | 28,558.5 |
| 48 | 200 mm nominal size dia | Metre | 15 | 1,099.25 | 16,488.75 |
| 49 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 36 | 916.8 | 33,004.8 |
| 50 | 200 mm dia | Each | 1 | 280.95 | 280.95 |
| 51 | 200 mm clamp | Each | 1 | 1,827 | 1,827 |
| 52 | 200 mm dia | Each | 1 | 308.55 | 308.55 |
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details.html
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nit.pdf
NIT
ACS-1to11merged_merged_compressed-compressed1.pdf
ATTACHMENT
SpdataSheet.pdf
ATTACHMENT
SpdataWell.pdf
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Tdocs.pdf
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CECIRCULAR630merged.pdf
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