Loading
Loading…
Loading…
Tender Value
₹31.0 Cr
EMD Value
₹62.0 L
Closing Date
15 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG CONST
13 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, (GCC -2022 Correction slip No. 1) 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.
(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. NOTE: As regards "Single Similar Work" "Any Civil Engineering work involving building construction work"
6 conditions · 4 needing a document upload
TENDER FORM (First Sheet) (Ref: page 27 of Tender Booklet /Page 9 & 10 of GCC APRIL 2022).
Documents as per the requirement of financial eligibility criteria (Ref: Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) along with AnnexureVIB at Page 14, 24-25 & 40 of GCC APRIL 2022) and / GCC - 2022 Correction slip No. 1 page No. 2 of point A).
Certificate, stating that the tenderer/s are not liable to be disqualified and all their statements / documents submitted along with bid are true and factual, as per Annexure-V (Ref: Para 6.1 of Part-1, Instruction to Tenderers (ITT) at Page 7 & 33- 34 of GCC APRIL 2022). In addition to Annexure V, in case of other than company/ proprietary firm, Annexure V (A) shall also be submitted by each member of a partnership firm /Joint venture (JV) /Hindu Undivided Family (HUF) / Limited Lability Partnership firm (LLP) etc. as the case may be. (Advance correction slip No.2 of GCC 2022.)
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.
Work(s) completion certificate(s) as per the requirement of Technical eligibility criteria (Ref: Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022) and / GCC -2022 Correction slip No. 1 page No. 2 of point B).
Enabling work for removal of Engineering Infringements in proposed Wardha- Badnera 3rd & 4th line.
Dy-CE-C-NGP-03of2026
Dy-CE-C-NGP-03of2026
Open
Works - General
12 Months
Nagpur, Maharashtra
₹0
₹62.0 L
23 Mar 2026
23 Mar 2026
1 Apr 2026
319 items across 6 schedules · ₹4,40,26,625.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to the entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends and additional earthwork required for filling due to removal of earth in benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress of earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified km taken from cross sectional measurements for earthwork. (4) Since the rate includes earthwork in steps, payment under this item shall be made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. | Kilometre | 1.00 | 1,22,817.77 | 1,22,817.77 |
| Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. | — | — | — | — | |
| 2 | In all conditions and classifications of soil except rock | cum 45000.00 | — | 98.7 | 44,41,500 |
| 3 | Soft rock not requiring blasting | cum | 3000.00 | 238.57 | 7,15,710 |
| 4 | In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. | cum | 2000.00 | 952.04 | 19,04,080 |
| 5 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum 10000.00 | — | 4.91 | 49,100 |
| 6 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. | cum | 5000.00 | 859.69 | 42,98,450 |
| Conducting laboratory Tests on collected soil samples as per relevant IS code | — | — | — | — | |
| 7 | Moisture Content/Dry Density | Each | 4.00 | 279.75 | 1,119 |
| 8 | Atterberg Limits | Each | 4.00 | 486.53 | 1,946.12 |
| 9 | Specific Gravity | Each | 4.00 | 364.9 | 1,459.6 |
| 10 | Grain size analysis including Hydrometer analysis | Each | 4.00 | 735.87 | 2,943.48 |
| 11 | Direct Shear Test | Each | 4.00 | 912.23 | 3,648.92 |
| 12 | Natural Density | Each | 4.00 | 547.34 | 2,189.36 |
| 13 | Unconfined Compression Test | Each | 4.00 | 729.78 | 2,919.12 |
| 14 | Tri-axial Test | Each | 4.00 | 1,459.57 | 5,838.28 |
| Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code | — | — | — | — | |
| 15 | Hardness | Each | 4.00 | 133.79 | 535.16 |
| 16 | Abrasion Testing | Each | 4.00 | 595.98 | 2,383.92 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | — | — | — | — | |
| 17 | 1200mm dia. | Metre | 20.00 | 5,484.53 | 1,09,690.6 |
| Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 18 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 360.00 | 752.64 | 2,70,950.4 |
| 19 | Tractor with Trolley for local transportation or other misc. works. | Hour | 360.00 | 199.17 | 71,701.2 |
| Schedule total | ₹1,20,08,982.93 | ||||
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
TDInfringment.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 .