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Tender Value
₹66.2 L
EMD Value
₹1.3 L
Closing Date
13 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BUILDING
14 conditions · 2 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. Non submission of the documents shall lead to summarily rejection of the offer.
(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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) 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 Contractor 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 fulfillment 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.
Defination of Similar Work :- Any Civil Engineering work.
13 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.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
As per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e in Receive and Dispatch Section of DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids).
Improvement to parks in Rail Saurabh Colony, Loco Talaiya, Millennium Colony, Divisional Railway Manager Office, General Manager Office, Station Circulating etc at Jabalpur
DRMW-JBP-189-2026~WCR
DRMW-JBP-189-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹1.3 L
21 Sept 2026
21 Sept 2026
29 Sept 2026
52 items across 2 schedules · ₹62,09,897.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 180 | 205.45 | 36,981 |
| 2 | 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 | 35 | 7,783.65 | 2,72,427.75 |
| 3 | Foundations, footings, bases for columns | Sqm | 90 | 307.95 | 27,715.5 |
| 4 | 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 | 10 | 8,364.2 | 83,642 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 6 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 900 | 89.65 | 80,685 |
| 7 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 6,882 | 2,75,280 |
| 8 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 10 | 8,890.8 | 88,908 |
| 9 | Red sand stone | Sqm | 20 | 12,241.7 | 2,44,834 |
| 10 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 11 | 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 | 1000 | 111.95 | 1,11,950 |
| 12 | Hot finished welded type tubes | Kg | 2900 | 154.9 | 4,49,210 |
| 13 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1600 | 142.3 | 2,27,680 |
| 14 | 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 | 160 | 612.25 | 97,960 |
| 15 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step- down (2" or 3" or 6" ) as specified | Sqm | 240 | 1,179.25 | 2,83,020 |
| 16 | 2 mm thick flat | Sqm | 96 | 1,048.5 | 1,00,656 |
| 17 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 800 | 214.3 | 1,71,440 |
| 18 | One or more coats on old work | Sqm | 3200 | 90.85 | 2,90,720 |
| 19 | One or more coats on old work | Sqm | 2000 | 86.55 | 1,73,100 |
| 20 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 20 | 45.05 | 901 |
| 21 | 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 | 640 | 219.35 | 1,40,384 |
| 22 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 160 | 303.65 | 48,584 |
| 23 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 1920 | 951 | 18,25,920 |
| 24 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. | Sqm | 160 | 971.9 | 1,55,504 |
| 25 | 15 mm dia nominal bore | Metre | 160 | 267.5 | 42,800 |
| 26 | 25 mm dia nominal bore | Metre | 320 | 417.95 | 1,33,744 |
| 27 | 50 mm dia nominal bore | Metre | 160 | 654.2 | 1,04,672 |
| 28 | 80 mm dia nominal bore | Metre | 80 | 919.1 | 73,528 |
| 29 | 25 mm nominal bore | Each | 16 | 532.35 | 8,517.6 |
| 30 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 31 | 80 mm nominal bore | Each | 5 | 2,227.6 | 11,138 |
| 32 | 15 mm nominal bore | Each | 8 | 682.9 | 5,463.2 |
| 33 | 15 mm nominal bore | Each | 8 | 434.2 | 3,473.6 |
| 34 | 300 mm dia | Metre | 72 | 592.05 | 42,627.6 |
| 35 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 20 | 1,309 | 26,180 |
| 36 | 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 | 33 | 1,479.25 | 48,815.25 |
| 37 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 5 | 1,213.25 | 6,066.25 |
| 38 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 130 | 2,082.1 | 2,70,673 |
| 39 | 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 | 5 | 916.8 | 4,584 |
| 40 | 200 mm clamp | Each | 1 | 1,827 | 1,827 |
| 41 | 200 mm dia | Each | 1 | 308.55 | 308.55 |
| Schedule total | ₹62,09,897.05 | ||||
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nit.pdf
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Compressed_ACS12dated12.8.pdf
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PreferencetoMakeinIndialetterdated20.08.2024_compressed.pdf Preference make in India
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TDImprovementtoParks.pdf
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specialconditionsimprovementtopark_1.pdf
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AnnexureVIB.pdf
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letterforcredit.pdf
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SGCCApril22ACSNo.8to11.pdf
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PreferencetoMakeinIndialetterdated20.08.2024_compressed.pdf
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