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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹94.4 L
EMD Value
₹1.9 L
Closing Date
13 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BRIDGE
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.
15 conditions · 2 needing a document upload
The local content requirement for this work is minimum 50% for Make in India compliance. If the tenderer does not submit the required local content percentage in the proposal submitted, the proposal will be summarily rejected. The tenderer has to enter the local content percentage as required, under Sr. No.2 of Commercial-Compliance with their offer
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.
If the bidder submits Bid Security in form of BankGuarantee, "The Original Bank Guarantee should be delivered inperson Receive and Dispatch Section of this office (i.e. DRMoffice, Engineering Branch, West Central Railway,Jabalpur) before closing date for submission of bids (i.e. excludingthe last date of submission of bids)."
Maintenance period will be 06 months or one monsoon whichever is later from the actual date of completion of work.
Improvement of staff quarters under Assistant Divisional Engineer Pipariya Sub- division.
DRMW-JBP-203-2026~WCR
DRMW-JBP-203-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹1.9 L
15 Oct 2026
15 Oct 2026
30 Oct 2026
57 items across 1 schedule · ₹1,05,98,272.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 114 | 205.45 | 23,421.3 |
| 2 | 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 | 63 | 6,833.4 | 4,30,504.2 |
| 3 | 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 | 133 | 9,375.2 | 12,46,901.6 |
| 4 | Foundations, footings, bases for columns | Sqm | 13 | 307.95 | 4,003.35 |
| 5 | 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 | 76 | 8,364.2 | 6,35,679.2 |
| 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 | 23 | 10,185.05 | 2,34,256.15 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 13 | 307.95 | 4,003.35 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 26 | 669.55 | 17,408.3 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 63 | 766.55 | 48,292.65 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 522 | 608.35 | 3,17,558.7 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 303 | 804.25 | 2,43,687.75 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 9450 | 89.65 | 8,47,192.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3402 | 89.65 | 3,04,989.3 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 8,190.9 | 9,00,999 |
| 15 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 46 | 1,881.95 | 86,569.7 |
| 16 | On one side only | Sqm | 13 | 408.05 | 5,304.65 |
| 17 | 250x16 mm | Each | 25 | 234.9 | 5,872.5 |
| 18 | 100x10 mm | Each | 25 | 58.65 | 1,466.25 |
| 19 | 100 mm | Each | 13 | 53.25 | 692.25 |
| 20 | Extruded section profile size 48x40 mm | Metre | 303 | 232.55 | 70,462.65 |
| 21 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 63 | 2,612.2 | 1,64,568.6 |
| 22 | Hot finished welded type tubes | Kg | 1260 | 154.9 | 1,95,174 |
| 23 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7560 | 142.3 | 10,75,788 |
| 24 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 32 | 1,243.5 | 39,792 |
| 25 | Dark shade pigment using ordinary cement | Sqm | 152 | 983.95 | 1,49,560.4 |
| 26 | Size of Tile 600x600 mm | Sqm | 284 | 1,676.15 | 4,76,026.6 |
| 27 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 57 | 3,908.8 | 2,22,801.6 |
| 28 | 110 mm diameter | Metre | 13 | 319.75 | 4,156.75 |
| 29 | 110 mm | Each | 13 | 309.5 | 4,023.5 |
| 30 | 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 | 378 | 671.55 | 2,53,845.9 |
| 31 | Ridges plain (500 - 600mm) | Metre | 126 | 450.6 | 56,775.6 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 1260 | 282 | 3,55,320 |
| 33 | Two or more coats on new work | Sqm | 126 | 131.45 | 16,562.7 |
| 34 | Two coats | Sqm | 1260 | 121.55 | 1,53,153 |
| 35 | One or more coats on old work | Sqm | 303 | 86.55 | 26,224.65 |
| 36 | 3 mm thick | Sqm | 605 | 534.1 | 3,23,130.5 |
| 37 | In cement mortar | cum | 7 | 1,698.45 | 11,889.15 |
| 38 | For thickness of tiles 10 mm to 25 mm | Sqm | 63 | 60.5 | 3,811.5 |
| 39 | Made of G.I. wire of dia 4 mm | Sqm | 366 | 859.5 | 3,14,577 |
| 40 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 13 | 5,781.35 | 75,157.55 |
| 41 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 13 | 5,540.55 | 72,027.15 |
| 42 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 13 | 1,913.75 | 24,878.75 |
| 43 | 610x460 mm bowl depth 200 mm | Each | 13 | 3,337.85 | 43,392.05 |
| 44 | 32 mm dia | Each | 26 | 104.35 | 2,713.1 |
| 45 | 15 mm dia nominal bore | Metre | 32 | 267.5 | 8,560 |
| 46 | 20 mm dia nominal bore | Metre | 57 | 315.35 | 17,974.95 |
| 47 | 25 mm dia nominal bore | Metre | 63 | 417.95 | 26,330.85 |
| 48 | 50 mm dia nominal bore | Metre | 63 | 654.2 | 41,214.6 |
| 49 | 80 mm dia nominal bore | Metre | 26 | 919.1 | 23,896.6 |
| 50 | 15 mm nominal bore | Each | 13 | 85.2 | 1,107.6 |
| 51 | 200 mm diameter | Metre | 32 | 830.4 | 26,572.8 |
| 52 | 300 mm diameter | Metre | 32 | 1,774.5 | 56,784 |
| 53 | 150 mm dia. R.C.C. pipe | Metre | 51 | 493.1 | 25,148.1 |
| 54 | 300 mm dia. R.C.C. pipe | Metre | 63 | 902.05 | 56,829.15 |
| 55 | 300 mm dia piles | Metre | 315 | 2,560.9 | 8,06,683.5 |
| 56 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 13 | 433.95 | 5,641.35 |
| 57 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 13 | 531.8 | 6,913.4 |
| Schedule total | ₹1,05,98,272.3 | ||||
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ACS8to11ofGCC.pdf
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PreferencetoMakeinIndialetterdated20.08.2024_compressed1.pdf
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ACS12dated12.8.26toIRGCCApril2022_compressed_1.pdf
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AnnexureVIB.pdf
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