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Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
15 Apr 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N crores or V, whichever is lower; 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.
Similar nature of work for this work is "Any Civil Engineering Work"
22 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexure duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/ tenderers. Annexure are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b).3 Annexure-II Details of Plants and Machinery with the tenderer to be filled & submitted as per Annexure- II. 4. Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5. Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6. Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7. Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8. Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9. Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10. Annexure-IX GST COMPLAINT INVOICE: To be filled & submitted as per Annexure-IX. 11. Annexure V (A) by each partners of Partnership Firm/ JV/ HUF/ LLP; FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-V (A) of GCC-2022 12. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 13. Annexure-VIA BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-VIA. 14. Annexure-VIB Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-VIA. 15. Submission of Form VA properly. 16. Annexure-VI of GCC- 2022: TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-VI of GCC-2022. (This annexure will be applicable, if tenders having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity).
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI. Annexure-VI, VI A & VI B of GCC-2022 respectively. These Annexure are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderers.
Demand for Mandate for NEFT is to be uploaded with a scanned copy duly filled in and signed as per annexure no. VIII. This Annexure is available in View Document menu at Home page and is downloadable.
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.
Open e-tender for the civil work of Improvement and upgradation of staff quarters at Kachari Colony, NE Colony and Rail Kunj Bhagalpur in the section of Senior Section Engineer/ Works/ Bhagalpur under Assistant Divisional Engineer/ Bhagalpur in the jurisdiction of Senior Divisional Engineer-II/Malda.
11-MLDT-26-27
11-MLDT-26-27
Open
Works - General
12 Months
Maldah, West Bengal
₹0
₹5.3 L
15 Apr 2026
23 Mar 2026
1 Apr 2026
68 items across 2 schedules · ₹3,12,81,284.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3500 | 177.5 | 6,21,250 |
| 2 | 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 | 1500 | 196 | 2,94,000 |
| 3 | 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 | 125 | 9,045.75 | 11,30,718.75 |
| 4 | cum | 50 | 11,505.5 | 5,75,275 | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 120 | 392.15 | 47,058 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 200 | 736.4 | 1,47,280 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 120 | 961.3 | 1,15,356 |
| 8 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 7,132.25 | 10,69,837.5 |
| 10 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 700 | 1,123.8 | 7,86,660 |
| 11 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75 | 3,167.95 | 2,37,596.25 |
| 12 | 250x16 mm | Each | 125 | 193.7 | 24,212.5 |
| 13 | 250x10 mm | Each | 100 | 83.9 | 8,390 |
| 14 | 150x10 mm | Each | 150 | 82.55 | 12,382.5 |
| 15 | 125 mm | Each | 60 | 66.25 | 3,975 |
| 16 | Extruded section profile size 48x40 mm | Metre | 175 | 270.2 | 47,285 |
| 17 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 500 | 570.95 | 2,85,475 |
| 18 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 140 | 3,720.75 | 5,20,905 |
| 19 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 6000 | 117.35 | 7,04,100 |
| 20 | Hot finished welded type tubes | Kg | 8500 | 194.4 | 16,52,400 |
| 21 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2127 | 614.2 | 13,06,403.4 |
| 22 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 5500 | 1,096.55 | 60,31,025 |
| 23 | 110 mm diameter | Metre | 525 | 377.4 | 1,98,135 |
| 24 | 110 mm bend | Each | 100 | 150.35 | 15,035 |
| 25 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 9000 | 738.65 | 66,47,850 |
| 26 | 1:6 (1 cement: 6 coarse sand) | Sqm | 600 | 343.65 | 2,06,190 |
| 27 | 1:3 (1 cement : 3 fine sand) | Sqm | 175 | 300.45 | 52,578.75 |
| 28 | 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 | 2997.57 | 185.65 | 5,56,498.87 |
| 29 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 7000 | 116.9 | 8,18,300 |
| 30 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1100 | 226.25 | 2,48,875 |
| 31 | 3 mm thick | Sqm | 3500 | 537.45 | 18,81,075 |
| 32 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 60 | 2,434.25 | 1,46,055 |
| 33 | In cement mortar | cum | 72 | 2,060.2 | 1,48,334.4 |
| 34 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 234.5 | 54.65 | 12,815.43 |
| 35 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1500 | 263.95 | 3,95,925 |
| 36 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1500 | 218.9 | 3,28,350 |
| 37 | 63 mm to 45 mm size stone aggregate | cum | 300 | 1,636.05 | 4,90,815 |
| 38 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 250 | 1,046.95 | 2,61,737.5 |
| 39 | With road roller/ hand roller | Sqm | 2000 | 24.45 | 48,900 |
| 40 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 2000 | 60.5 | 1,21,000 |
| 41 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 1500 | 281 | 4,21,500 |
| 42 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 100 | 505.65 | 50,565 |
| 43 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1400 | 88.55 | 1,23,970 |
| 44 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 35 | 2,301.75 | 80,561.25 |
| 45 | 470x420 mm bowl depth 178 mm | Each | 40 | 3,407.2 | 1,36,288 |
| 46 | Long pattern W.C. pan of size 580 mm | Each | 50 | 1,959.8 | 97,990 |
| 47 | 50 mm dia nominal bore | Metre | 300 | 1,048.35 | 3,14,505 |
| 48 | 15 mm dia nominal bore | Metre | 400 | 322.15 | 1,28,860 |
| 49 | 20 mm dia nominal bore | Metre | 300 | 368.6 | 1,10,580 |
| 50 | 25 mm dia nominal bore | Metre | 200 | 467.75 | 93,550 |
| 51 | 25 mm nominal bore | Each | 50 | 464.05 | 23,202.5 |
| 52 | Class I | Each | 6 | 4,791.2 | 28,747.2 |
| 53 | Class I | Each | 6 | 5,160.8 | 30,964.8 |
| 54 | Class I | Each | 6 | 6,966.55 | 41,799.3 |
| 55 | Class I | Each | 3 | 13,554.7 | 40,664.1 |
| 56 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 57 | 15 mm nominal bore | Each | 150 | 829.45 | 1,24,417.5 |
| 58 | 20 mm nominal bore | Each | 125 | 857.85 | 1,07,231.25 |
| 59 | 25 mm nominal bore | Each | 80 | 950.35 | 76,028 |
| 60 | 50 mm nominal bore | Each | 80 | 1,520.8 | 1,21,664 |
| 61 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 20000 | 11 | 2,20,000 |
| 62 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 121 | 161.2 | 19,505.2 |
| 63 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 80 | 129.9 | 10,392 |
| 64 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 83 | 208.45 | 17,301.35 |
| 65 | 15 mm nominal bore with 45 cm length | Each | 100 | 121.9 | 12,190 |
| 66 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 530 | 598.6 | 3,17,258 |
| 67 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 105 | 1,176.8 | 1,23,564 |
| Schedule total | ₹3,11,10,124.3 | ||||
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nit.pdf
NIT
GCCACS11.pdf
ATTACHMENT
BGFormatforBidSecurity.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
FormVA.pdf
ATTACHMENT
GCCAcs6.pdf
ATTACHMENT
FormV.pdf
ATTACHMENT
CheckList_2.pdf
ATTACHMENT
GCC2022ACS-3_20230426_114140.pdf
ATTACHMENT
GCCACS4.pdf
ATTACHMENT
Commercialcompliance.pdf
ATTACHMENT
TechnicalCompliance.pdf
ATTACHMENT
ACS-2toGCC-2022.pdf
ATTACHMENT
GCCACS5.pdf
ATTACHMENT
GCCACS.pdf
ATTACHMENT
FormVIB.pdf
ATTACHMENT
ModifiedTDofHQ-29.08.25.pdf
ATTACHMENT
GCC-2022ACS7.pdf
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GCC-2022ACS9.pdf
ATTACHMENT
GCC-2022ACS10.pdf
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JPOregardingcablecutting.pdf
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