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Tender Value
₹92.6 Cr
EMD Value
₹1.9 Cr
Closing Date
9 Jun 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)
CAO/CON
18 conditions · 6 needing a document upload
1.2 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 tenderer shall submit requisite information as per Annexure-IV, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria (For Joint Venture Firm): The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para-1.2 below. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para-1.2 below. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note:- Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above mentioned financial eligibility criteria in the tender under consideration.
Bid Capacity: For tenders having advertised value more than Rs.10 Crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. The available bid capacity shall be calculated as under:- Available Bid Capacity = [A x N x 2] (-)0.33 x N x B Where- A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N = Number of years prescribed for completion of work for which bids has been invited. B =Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. NOTE:- (a)The Tenderer (s) shall furnish the details of - (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A and. (ii)Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. Bid Capacity for Joint Venture Firm:- The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para-2(above) of NIT. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. (b)In case if a bidder is JV, the tenderer (s) must furnish the details of (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating 'A', and (ii)Existing commitment and balance amount of ongoing work with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started up to the date of inviting of tender for calculating 'B'. In case of no works in hand a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c)Value of a completed work/work in progress/work awarded but yet not started for Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his /her compliance to the above mentioned bid capacity in the tender under consideration. (d)The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e)In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be Rejected Summarily. continued......
continued.....(f) The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
18 conditions · 14 needing a document upload
Whether cost of tender document deposited.
Whether cost of Earnest Money deposited.
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.
Construction of 01 no. Mega Bridge (Br. No. 462) including formation upto 300 meter on each approaches in connection with Construction of 4th line between sections Dagori to Nipania(6.86 Km)" in the State of Chhattisgarh."
CAO-C-BSP-26-27-07
CAO-C-BSP-26-27-07
Open
Works - General
18 Months
Bilaspur, Chhattisgarh
₹0
₹1.9 Cr
9 Jun 2026
11 May 2026
26 May 2026
12 items across 1 schedule · ₹8,28,63,927.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for E m b a n k m e n t by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 26310.00 | 521.74 | 1,37,269.79 |
| 2 | 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 | 7.00 | 1,37,425.37 | 9,61,977.59 |
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality C l a s s SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per R D S O Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 3 | Using Soil Class SQ2 | cum | 222000.00 | 350.03 | 7,77,06,660 |
| 4 | 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 g r a d a t i o n , 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 | 2500.00 | 827.35 | 20,68,375 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 5 | Girth over 30 cm and up to 60 cm | Each | 100.00 | 337.16 | 33,716 |
| 6 | Girth over 60 cm and up to 1.5m | Each | 100.00 | 932.01 | 93,201 |
| Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area. | — | — | — | — | |
| 7 | Turfing with planted doob grass. | 100 Sqm | 24100.00 | 7,020.29 | 16,91,889.89 |
| P r o v i d i n g portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 8 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 600.00 | 284.73 | 1,70,838 |
| Schedule total | ₹8,28,63,927.27 | ||||
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nit.pdf
NIT
Tender Doc CAO C BSP 26 27 07
ATTACHMENT
GCCACSno.11.pdf
ATTACHMENT
ACS-10.pdf
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TenderDocCAO-C-BSP-26-27-07_1.pdf
ATTACHMENT
RailwayBDletterBrTest.pdf
CORRIGENDUM
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