Loading
Loading…
Loading…
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
5 Jun 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CE/CON/S
14 conditions · 2 needing a document upload
Submit the scanned copy (In PDF Form) of the documents as per the requirement of financial eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Submit the scanned copy (In PDF Form) of the work(s) completion certificate(s) as per the requirement of Technical eligibility criteria of the tender [Refer para 2.3 of tender document {Para 2.3 for tenderer(s) participating as JV firm}]. TENDERS NOT ACCOMPANIED BY THESE DOCUMENTS WILL BE SUMMARILY REJECTED.
Defination of Similar Work :- Any Civil Engineering work.
27 conditions · 15 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.
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7.1 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Electronic Reverse Auction (eRA) is applicable in works tender valued more than Rs 50 crore in each case. [Refer para 7.2 of tender document].
Contract under EBR (IF): It is agreed by and between the parties that Railway shall continue to be held responsible for all obligations, risk and liabilities, whatsoever, arising out of or in connection with the Principal agreement and this novation agreement, whether during the progress of the work or after its completion. It is further agreed and understood by and between the parties that IRFC shall be the owner of assets, if any, arising out of execution of works as defined in the Principal Agreement, except the land whose ownership shall continue with Railway. Accordingly, the invoices shall be issued by capturing GSTIN of contractor (as the supplier) and GSTIN of IRFC (as bill to party). Also, the contractor shall submit the invoice, issued in the name of IRFC, to railway for processing payment by Railway to contractor subject to applicable TDS under the Income Tax, GST or any other applicable laws. It is further agreed by and between the Parties that IRFC shall be responsible to comply with Income Tax and GST laws in relation to filling of returns.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
Maintenance of Baripada, Chakulia, Bangriposi Camp office, AXEN/C/BPO Office & Dy. CE/Con- II/KGP Office, under the jurisdiction of Dy. CE/Con- II/KGP, S.E. Rly of Kharagpur.
DCE-CON-II-KGP-7-2026
DCE-CON-II-KGP-7-2026
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹7.0 L
5 Jun 2026
5 May 2026
22 May 2026
158 items across 3 schedules · ₹3,13,95,811.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1500 | 177.5 | 2,66,250 |
| 2 | Ordinary rock | cum | 50 | 498.9 | 24,945 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 300 | 196 | 58,800 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 250 | 700.5 | 1,75,125 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 260 | 2,123.75 | 5,52,175 |
| 6 | All kinds of soil | Sqm | 2000 | 34.15 | 68,300 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3500 | 17.6 | 61,600 |
| 8 | 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 | 300 | 7,294.7 | 21,88,410 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 615 | 392.15 | 2,41,172.25 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 450 | 842.5 | 3,79,125 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 580 | 927.25 | 5,37,805 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 580 | 736.4 | 4,27,112 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 665 | 961.3 | 6,39,264.5 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 36 | 951.1 | 34,239.6 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2900 | 107.85 | 3,12,765 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8250 | 107.85 | 8,89,762.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 320 | 9,504.75 | 30,41,520 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,860.4 | 19,72,080 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 450 | 8,752.55 | 39,38,647.5 |
| 21 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 550 | 1,105.8 | 6,08,190 |
| 22 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 290 | 1,267.95 | 3,67,705.5 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,167.95 | 1,26,718 |
| 24 | 150x10 mm | Each | 15 | 287.25 | 4,308.75 |
| 25 | 100x10 mm | Each | 15 | 197.5 | 2,962.5 |
| 26 | 300x16x5 mm | Each | 15 | 322.2 | 4,833 |
| 27 | 100 mm | Each | 20 | 234.7 | 4,694 |
| 28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 12 | 121.65 | 1,459.8 |
| 29 | 115 mm | Each | 24 | 126 | 3,024 |
| 30 | Extruded section profile size 48x40 mm | Metre | 50 | 270.2 | 13,510 |
| 31 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 20 | 2,969.25 | 59,385 |
| 32 | Size of Tile 600 x 600 mm | Sqm | 655.16 | 1,453.65 | 9,52,373.33 |
| 33 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 34 | 110 mm | Each | 15 | 136.15 | 2,042.25 |
| 35 | 110 mm | Each | 15 | 127.6 | 1,914 |
| 36 | 110x110x110 mm | Each | 25 | 234.15 | 5,853.75 |
| 37 | 110x110x110 mm | Each | 40 | 221.35 | 8,854 |
| 38 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 39 | 110 mm Shoe | Each | 15 | 131.85 | 1,977.75 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 5739.72 | 333.35 | 19,13,335.66 |
| 41 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3000 | 185.65 | 5,56,950 |
| 42 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 3400 | 193.7 | 6,58,580 |
| 43 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 90 | 176.25 | 15,862.5 |
| 44 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 3600 | 156.05 | 5,61,780 |
| 45 | 510x1040 mm bowl depth 250 mm | Each | 3 | 6,945.6 | 20,836.8 |
| 46 | 32 mm dia | Each | 15 | 119.55 | 1,793.25 |
| 47 | Oval shape 450x350 mm (outer dimensions) | Each | 3 | 1,377.1 | 4,131.3 |
| 48 | Rectangular shape 1500x450 mm | Each | 6 | 2,093 | 12,558 |
| 49 | 25 mm nominal dia Pipes | Metre | 15 | 355.4 | 5,331 |
| 50 | 32 mm nominal dia Pipes | Metre | 10 | 438.6 | 4,386 |
| 51 | 40 mm nominal dia Pipes | Metre | 10 | 563.05 | 5,630.5 |
| 52 | 50 mm nominal dia Pipes | Metre | 10 | 794.25 | 7,942.5 |
| 53 | 100 mm nominal dia Pipes | Metre | 20 | 3,271.7 | 65,434 |
| 54 | Class I | Each | 2 | 4,791.2 | 9,582.4 |
| 55 | Class I | Each | 2 | 6,966.55 | 13,933.1 |
| 56 | 15 mm nominal bore | Each | 5 | 820.7 | 4,103.5 |
| 57 | With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles. | Sqm | 435 | 1,907.35 | 8,29,697.25 |
| Schedule total | ₹2,30,58,158.99 | ||||
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
GCCApril-2022.pdf
ATTACHMENT
BARCHART.pdf
ATTACHMENT
TenderDocument_3.pdf
ATTACHMENT
AdvanceCorrectionSlip01to11.pdf Advance Correction Slip No 01 to 11
ATTACHMENT
AdvanceCorrectionSlip01to11.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 .