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Tender Value
₹6.1 Cr
EMD Value
₹12.3 L
Closing Date
22 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
14 conditions · 3 needing a document upload
"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 tenderers shall submit requisite information as per Annexure-VIIB (as per standard tender document), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (As per Rly. Board letter No. 2022/CE-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1). "
Tenders costing more than 50.00 Lakhs:- As a proof of experience/competency, The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Similar Nature of Work: Construction/Boring of deep tube wells/Ranney wells.
15 conditions · 5 needing a document upload
Tenderers are required to upload self-attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids. (iii) Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi) The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii) The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii) If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers are advised to submit self-attested/digitally signed copy of Bank particulars i.e. Bank name, Bank Account No. IFSC code as per Annexure-XII of Tender Document for any smooth transactions.
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.
Tenderers are not required to submit uploaded Tender document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the Tender Schedule Items, conditions/eligibility criteria etc. before quoting the rates for E-Tendering. (3) No post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & Void. (Authority: - HQ/NR Letter No. 74-W/0/Pt. XXV/WA/Loose Dated: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
Improvement of water supply by providing 9 Tube Well, 3UG Tank (225KLD), 1 OH Tank (125KLD) & 2 RCC staging and improvement in damaged water pipeline in Rly. colonies of SRE-UMB-CDG-MRND section.
OT-39-UMB-2026-27
OT-39-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹12.3 L
22 May 2026
30 Apr 2026
8 May 2026
94 items across 2 schedules · ₹4,35,35,804.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 930 | 205.45 | 1,91,068.5 |
| 2 | All kinds of soil. | cum | 1140 | 286.85 | 3,27,009 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 430 | 253.95 | 1,09,198.5 |
| 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 | 130 | 368.65 | 47,924.5 |
| 5 | All kinds of soil | cum | 70 | 104.5 | 7,315 |
| 6 | All kinds of soil | Sqm | 1335 | 28.15 | 37,580.25 |
| 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 3173.83 | — | 14.5 | 46,020.54 |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 106 | 7,365.15 | 7,80,705.9 |
| 9 | 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 | 40 | 6,833.4 | 2,73,336 |
| 10 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 133 | 6,326.05 | 8,41,364.65 |
| 11 | Foundations, footings, bases for columns | Sqm | 150 | 307.95 | 46,192.5 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 315 | 57.15 | 18,002.25 |
| 13 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 15 | 113.85 | 1,707.75 |
| 14 | 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 | 143 | 8,364.2 | 11,96,080.6 |
| 15 | 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 | 120 | 10,185.05 | 12,22,206 |
| 16 | cum | 8 | 10,719.3 | 85,754.4 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 315 | 307.95 | 97,004.25 |
| 18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 860 | 669.55 | 5,75,813 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 535 | 766.55 | 4,10,104.25 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 80 | 608.35 | 48,668 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 55 | 804.25 | 44,233.75 |
| 22 | Under 20 cm wide | Metre | 320 | 181.9 | 58,208 |
| 23 | Above 20 cm wide | Sqm | 370 | 772.1 | 2,85,677 |
| 24 | Cornices and mouldings | Sqm | 20 | 769.3 | 15,386 |
| 25 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 814.95 | 24,448.5 |
| 26 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 70 | 319.25 | 22,347.5 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 49106 | 89.65 | 44,02,352.9 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 35600 | 89.65 | 31,91,540 |
| 29 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 40 | 64.7 | 2,588 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 410 | 8,683.8 | 35,60,358 |
| 31 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 13.87 | 8,966.95 | 1,24,371.6 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 76 | 10,306.2 | 7,83,271.2 |
| 33 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 350 | 280.95 | 98,332.5 |
| 34 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 70 | 6,882 | 4,81,740 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 313 | 6,658.25 | 20,84,032.25 |
| 36 | With F.P.S.(non modular) bricks | cum | 78 | 8,030.6 | 6,26,386.8 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 160 | 8,288.35 | 13,26,136 |
| 38 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 6150 | 111.95 | 6,88,492.5 |
| 39 | Electric resistance or induction butt welded tubes | Kg | 70 | 140.85 | 9,859.5 |
| 40 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 170 | 142.3 | 24,191 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 150 | 545 | 81,750 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 294.85 | 2,94,850 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 282 | 4,23,000 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 339.7 | 1,69,850 |
| 45 | 1:6 (1 cement: 6 coarse sand) | Sqm | 700 | 294.35 | 2,06,045 |
| 46 | 12 mm cement plaster 1:2 (1 cement : 2 stone dust). | Sqm | 200 | 325.8 | 65,160 |
| 47 | 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 | 112.92 | 123.85 | 13,985.14 |
| 48 | One or more coats on old work | Sqm | 20 | 86.55 | 1,731 |
| 49 | One or more coats on old work | Sqm | 150 | 50.6 | 7,590 |
| 50 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 40 | 316.1 | 12,644 |
| 51 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 100 | 666.65 | 66,665 |
| 52 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 4000 | 268.2 | 10,72,800 |
| 53 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 100 | 419.25 | 41,925 |
| 54 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 1550 | 654.65 | 10,14,707.5 |
| 55 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 1500 | 1,223.9 | 18,35,850 |
| 56 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 1260 | 1,689.5 | 21,28,770 |
| 57 | PPR Union 25mm | Each | 200 | 362.65 | 72,530 |
| 58 | PPR Union 40mm | Each | 10 | 509.8 | 5,098 |
| 59 | PPR Union 63mm | Each | 200 | 951.35 | 1,90,270 |
| 60 | 15 mm dia nominal bore | Metre | 300 | 485.2 | 1,45,560 |
| 61 | 20 mm dia nominal bore | Metre | 400 | 541.1 | 2,16,440 |
| 62 | 15 mm dia nominal bore | Metre | 300 | 267.5 | 80,250 |
| 63 | 20 mm dia nominal bore | Metre | 400 | 315.35 | 1,26,140 |
| 64 | 40 mm dia nominal bore | Metre | 600 | 558.35 | 3,35,010 |
| 65 | 50 mm dia nominal bore | Metre | 400 | 654.2 | 2,61,680 |
| 66 | 65 mm dia nominal bore | Metre | 150 | 768.6 | 1,15,290 |
| 67 | 80 mm dia nominal bore | Metre | 230 | 919.1 | 2,11,393 |
| 68 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 69 | 50 to 80 mm nominal bore | Each | 20 | 1,513.7 | 30,274 |
| 70 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 20 | 670.15 | 13,403 |
| 71 | 40 mm nominal bore | Each | 8 | 707.3 | 5,658.4 |
| 72 | 15 mm nominal bore | Each | 20 | 85.2 | 1,704 |
| 73 | 100 mm diameter pipe | Each | 240 | 284.75 | 68,340 |
| 74 | Class I | Each | 39 | 4,097.9 | 1,59,818.1 |
| 75 | Class II | Each | 8 | 4,500.25 | 36,002 |
| 76 | Class I | Each | 48 | 5,980.45 | 2,87,061.6 |
| 77 | Class I | Each | 31 | 11,609.5 | 3,59,894.5 |
| 78 | Class II | Each | 2 | 13,512.6 | 27,025.2 |
| 79 | 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. | Litre | 20000 | 9.7 | 1,94,000 |
| 80 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 300 | 109.85 | 32,955 |
| 81 | Up to 600 mm dia | Quintal | 2 | 18,025.6 | 36,051.2 |
| 82 | 100 mm dia C.I. Double Flanged Pipe | Metre | 250 | 1,838.1 | 4,59,525 |
| 83 | 150 mm dia C.I. Double Flanged Pipe | Metre | 150 | 2,880 | 4,32,000 |
| 84 | 200 mm dia C.I. Double Flanged Pipe | Metre | 30 | 4,535.1 | 1,36,053 |
| 85 | 100 mm dia Ductile Iron Double Flanged | Metre | 320 | 1,541.6 | 4,93,312 |
| 86 | 150 mm dia Ductile Iron Double Flanged | Metre | 1570 | 2,312.9 | 36,31,253 |
| 87 | 200 mm dia Ductile Iron Double Flanged | Metre | 520 | 2,921.15 | 15,18,998 |
| 88 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 840 | 1,479.25 | 12,42,570 |
| 89 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 452 | 916.8 | 4,14,393.6 |
| Schedule total | ₹4,30,09,426.08 | ||||
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