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Tender Value
₹155.5 Cr
EMD Value
₹3.1 Cr
Closing Date
31 Aug 2026, 11:00 amClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
Yes
20/07/2026 15:30
Lowest to Highest
120 days
Expenditure
Capital (Works)
MECHANICAL
2 conditions · 2 needing a document upload
Bidders are advised to note the eligibility and minimum qualifying criteria specified in the Instruction to Bidders and Section 3 "Evaluation and Qualification Criteria" of bid document.
Bidders are advised to note the eligibility and minimum qualifying criteria specified in the Instruction to Bidders and Section 3 "Evaluation and Qualification Criteria" of bid document.
8 conditions · 2 needing a document upload
The rates and prices to be tendered in the Pricing Schedule are for completed and finished items of work and complete in all respects. It will be deemed to have included all construction plants, tools, machinery, labour, supervision, materials, fuel, oil, consumables, electical power, water, transportation, all leads and lifts, dewatering, all temporary works and false works, construction of temporary stores and buildings, fencing, watering, lighting, erection, maintenance, night working, inspection facilities, safety measures at work sites casting yard for workmen and road users, preparation of design and drawings pertaining to the casting yard, staging, shuttering/sacrificial steel shuttering, form work, stacking yard etc., establishment and overhead charges, labour camps, insurance costs for labour and works, contractor's profit, all taxes, royalties, duties, cess, octroi, and other levies and other charges together with all general risks, liabilities and obligations set out or implied in the contract and including remedy of any defects during the Defect Liability Period, unless otherwise provided in Pricing schedule.
The bidder has to quote rates only through electronic mode in the IREPS portal only. The rates must not be quoted elsewhere, i.e. the quoted rates must appear only during the opening of financial bid.
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.
BALANCE NOTE (a) (iv) OF SCHEDULE - '2B' OF NS-1 - "Payment in stages as prescribed in Para (i) & (ii) shall be released subject to submission of Bank Guarantee of equivalent amount. Bank Guarantee bond should initially be valid for minimum period of 12 months, which should subsequently be extended from time to time depending up on progress of work. Bank Guarantee bond given to cover for payment for Para (i) and (ii) shall be released after erection is completed. Complete responsibility of safe upkeep and custody of materials at contractor's workshop, during transit and on receipt at site shall be of contractor and the Employer will not have any responsibility on this account for loss or damage. Contractor shall make good any loss or damage of materials at his own cost."
Construction of PEB sheds, structures, buildings, P-way and utilities, general electrical works and supply, installation and commissioning of machinery and plant for setting up of Metro Car Inspection Shed at Noapara, West Bengal, India.
RVNL-KOL-M-NOA-1~RVNL
RVNL-KOL-M-NOA-1
Open
Works - General
18 Months
24 Paraganas North, West Bengal
₹0
₹3.1 Cr
11 Jul 2026
11 Jul 2026
25 Aug 2026
20 Jul 2026
677 items across 23 schedules · ₹1,54,51,87,498.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1002) "Earthwork in excavation by mechanical means (Hydraulic excavator) in cutting, in formation, trolley refuges, side drains, yard drains, catch water drains, etc. including leading usable cut spoils up to 200 M and making formation in filling (as detailed in item no. 1001) using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the engineer, and top and side dressing and compaction of cutting formation to provide final formation as per designed profile. The rate shall include compaction of cutting formation and initial compaction of sub-soil where cut- spoils are used in filling. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately. Note- (1) Rock spoils such as stones, boulders, pebbles, gravels etc available from excavation, if are found suitable for use in works as per required specifications even after modifications etc., can be used free of cost but the legally payable royalty and taxes are to be paid by the contractor to the concerned authorities. (2) Payment for earthwork in excavation for pucca drains shall not be payable under this item and the same shall be paid under item no. 7005." a) Soil excluding rock. | cum | 14206.00 | 248.64 | 35,32,179.84 |
| 2 | 1003) Incremental rate for every Km or part thereof over item 1002 for leading cut spoils beyond 200 M for making formation in filing. | cum | 17048.00 | 17.91 | 3,05,329.68 |
| 3 | 1004) Earthwork in excavation manually in formation, side drains etc., in the alignment including leading usable cut spoils up to 200M and making formation in filling using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the Engineer and top a n d s i d e d r e s s i n g t o provide final formation a s p e r designed profile. The rate shall not include cutting of trees with girth above 30CM and compaction, which shall be paid separately. | cum | 2000.00 | 350.84 | 7,01,680 |
| 4 | 1006) "Mechanical Compaction of Earth and Blanket materials in layers of about 30 CM (or more or less) in loose state using vibratory compactor (of adequate capacity) so as to achieve compaction as per RDSO Guidelines and Specification for Design of Formation for Heavy Axle Load - Nov 2009. Minimum EV2 Criteria as mentioned in the guidelines is not applicable. Note: The payment for compaction shall be based on the computed quantity of earth work/blanket work from the cross sections. The payment, however, will be restricted only to the approved design profiles furnished by the Engineer; or the actual quantity executed whichever is less. " | cum | 13597.00 | 35.82 | 4,87,044.54 |
| 5 | 1017) Conducting test for determination of California Bearing Ratio as per IS: 2720. | Each | 10.00 | 4,460.82 | 44,608.2 |
| 6 | 1018) Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of 85 microns and elongation at failure > 50% in both directions including transportation labour, lead & lift complete as directed by Engineer. a) On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 12316.00 | 194.91 | 24,00,511.56 |
| 7 | 1018) Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of 85 microns and elongation at failure > 50% in both directions including transportation labour, lead & lift complete as directed by Engineer. b) Below the ballast and above blanket layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1750N, 800 N and 5800 N respectively. | Sqm | 2700.00 | 347.68 | 9,38,736 |
| 8 | 1026) Conducting in-situ Portable Impulse Plate Load Test (for determination of EV2 as per Comprehensive Guidelines and Specifications for Railway Formation RDSO/2020/GE: IRS-0004) with 'Light Drop Weight Tester', having plate size of 300mm & weight of 10 Kg at identified locations, for measurement of compaction quality of soil {modulus of deformation (Evd) for correlation to Dpr%} and for evaluation of load carrying capacity in stages of formation construction. | Each | 2.00 | 653.21 | 1,306.42 |
| Schedule total | ₹84,11,396.24 | ||||
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details.html
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nit.pdf
NIT
BOQVol-IINOA_1.pdf
ATTACHMENT
BidDocumentVol-INOAPartI.pdf
ATTACHMENT
BidDocumentVol-INOAPartII.pdf Bid Document Vol I Pt II
ATTACHMENT
Bid Document Vol I Pt III
ATTACHMENT
YARDPLANOFNOAPARA.pdf
ATTACHMENT
AC-2_04.08.2026.pdf
ATTACHMENT
Prebid_Minutes_28_07_2026.pdf Pre Bid Minutes
ATTACHMENT
AC_1_28_07_2026.pdf
ATTACHMENT
Prebid_Minutes_28_07_2026.pdf
ATTACHMENT
BidDocumentVol-INOAPartII.pdf
ATTACHMENT
BidDocumentVol-I-NOAPartIII.pdf
ATTACHMENT
AC-2_04.08.2026.pdf
CORRIGENDUM
AC_1_28_07_2026.pdf
CORRIGENDUM
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