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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
18 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 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. (For details refer tender documents)
Definition of Similar Work : - Execution of Civil Engineering work with RCC framed structure/ execution of RCC OH tank.
32 conditions · 2 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure- VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
Proposed construction of RCC over head tank of 50000 gallons capacity for water supply arrangements in connection with provision of infrastructural facilities at Hindol Road Goods shed of Khurda Road division.
e-tender-CENTKUR-150-2026~ECOR
e-tender-CENTKUR-150-2026
Open
Works - General
8 Months
Khordha, Odisha
₹0
₹2.9 L
27 Aug 2026
27 Aug 2026
4 Sept 2026
68 items across 2 schedules · ₹1,48,83,784.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 622 | 205.45 | 1,27,789.9 |
| 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 | 300 | 253.95 | 76,185 |
| 3 | All kinds of soil | cum | 150 | 104.5 | 15,675 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 260 | 2,161.2 | 5,61,912 |
| 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 | 18 | 7,365.15 | 1,32,572.7 |
| 6 | 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 | 50 | 6,670.25 | 3,33,512.5 |
| 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 | 28 | 6,326.05 | 1,77,129.4 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 307.95 | 15,397.5 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1450 | 669.55 | 9,70,847.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 766.55 | 38,327.5 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 90 | 608.35 | 54,751.5 |
| 12 | Arches, domes, vaults up to 6 m span | Sqm | 250 | 1,826.25 | 4,56,562.5 |
| 13 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 180 | 575.25 | 1,03,545 |
| 14 | Under 20 cm wide | Metre | 45 | 181.9 | 8,185.5 |
| 15 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 340 | 319.25 | 1,08,545 |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 1 | 9,673.5 | 9,673.5 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17000 | 89.65 | 15,24,050 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18548 | 89.65 | 16,62,828.2 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 235 | 8,683.8 | 20,40,693 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 232 | 10,306.2 | 23,91,038.4 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 80 | 688.45 | 55,076 |
| 22 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 120 | 280.95 | 33,714 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1 | 6,658.25 | 6,658.25 |
| 24 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 5 | 7,676.3 | 38,381.5 |
| 25 | 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 | 50 | 1,063.45 | 53,172.5 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 200 | 197.7 | 39,540 |
| 27 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 3 | 4,615.15 | 13,845.45 |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 29 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 2 | 732.2 | 1,464.4 |
| 30 | 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 | 32 | 103.7 | 3,318.4 |
| 31 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 40 | 545 | 21,800 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 95 | 282 | 26,790 |
| 33 | 20 mm cement plaster | Sqm | 250 | 507.85 | 1,26,962.5 |
| 34 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of cement of 50kg | 40 | 60.55 | 2,422 |
| 35 | In one coat | Sqm | 250 | 39.35 | 9,837.5 |
| 36 | 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 | 1400 | 162.35 | 2,27,290 |
| 37 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 50 | 1,239.6 | 61,980 |
| 38 | In cement mortar | cum | 30 | 2,027.1 | 60,813 |
| 39 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 100 | 666.65 | 66,665 |
| 40 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 400 | 568.6 | 2,27,440 |
| 41 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 200 | 654.65 | 1,30,930 |
| 42 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 200 | 1,689.5 | 3,37,900 |
| 43 | PPR Union 75mm | Each | 3 | 1,687.2 | 5,061.6 |
| 44 | 25 mm nominal dia Pipes | Metre | 150 | 370.65 | 55,597.5 |
| 45 | 40 mm nominal dia Pipes | Metre | 50 | 559.2 | 27,960 |
| 46 | 50 mm nominal dia Pipes | Metre | 50 | 811.85 | 40,592.5 |
| 47 | 80 mm nominal dia Pipes | Metre | 100 | 1,990.4 | 1,99,040 |
| 48 | 25 mm nominal bore | Each | 4 | 532.35 | 2,129.4 |
| 49 | 50 mm nominal bore | Each | 6 | 878.25 | 5,269.5 |
| 50 | Class I | Each | 4 | 4,097.9 | 16,391.6 |
| 51 | Class II | Each | 3 | 4,500.25 | 13,500.75 |
| 52 | Class I | Each | 6 | 5,980.45 | 35,882.7 |
| 53 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 32 | 96.45 | 3,086.4 |
| 54 | 100 mm dia | Each | 2 | 8,214.1 | 16,428.2 |
| 55 | Up to 600 mm dia | Quintal | 10 | 18,025.6 | 1,80,256 |
| 56 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 300 | 1,625.05 | 4,87,515 |
| 57 | 100 mm dia Ductile Iron Double Flanged | Metre | 250 | 1,541.6 | 3,85,400 |
| 58 | 150 mm dia Ductile Iron Double Flanged | Metre | 150 | 2,312.9 | 3,46,935 |
| 59 | 300 mm dia | Metre | 160 | 592.05 | 94,728 |
| 60 | 300 mm dia | Metre | 100 | 1,416.3 | 1,41,630 |
| 61 | 300 mm dia | Metre | 120 | 1,561.7 | 1,87,404 |
| 62 | 200 mm nominal size dia | Metre | 100 | 951.95 | 95,195 |
| 63 | 200 mm nominal size dia | Metre | 20 | 1,099.25 | 21,985 |
| 64 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 10 | 1,479.25 | 14,792.5 |
| 65 | 200 mm dia | Each | 2 | 280.95 | 561.9 |
| 66 | 200 mm clamp | Each | 2 | 1,827 | 3,654 |
| Schedule total | ₹1,48,78,518.65 | ||||
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