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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
25 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DIVISION
13 conditions · 2 needing a document upload
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 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.
Technical Eligibility Criteria:--- (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (Please refer Tender booklet for further clarification) Similar Nature of work - Any type of civil work viz. building and structures work, pipe lines, underground and overhead tanks, foundation treatment works in any Railway embankment/cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
4 conditions
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.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
ADEN CSN Section-Replacement of Old damaged water tank by constructing RCC HS Tank at shirud @ 60000 Ltr and Dhule Station 140000 Ltr capacity.(IRPSM ID No. 01.01.51.25.3.50.022).
DRMWBSL182026t3
DRMWBSL182026t3
Open
Works - General
9 Months
Jalgaon, Maharashtra
₹0
₹2.9 L
25 Jun 2026
3 Jun 2026
11 Jun 2026
146 items across 2 schedules · ₹1,91,09,566.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 83.3 | 217.55 | 18,121.92 |
| 2 | All kinds of soil | cum | 83.3 | 177.5 | 14,785.75 |
| 3 | Ordinary rock | cum | 14 | 498.9 | 6,984.6 |
| 4 | Concrete of M20 grade with minimum cement content of 270 kg /cum. | cum | 21 | 9,005.85 | 1,89,122.85 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 70 | 392.15 | 27,450.5 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 154 | 842.5 | 1,29,745 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 70 | 927.25 | 64,907.5 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 140 | 736.4 | 1,03,096 |
| 9 | Arches, domes, vaults up to 6 m span | Sqm | 70 | 2,154.35 | 1,50,804.5 |
| 10 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 70 | 608.15 | 42,570.5 |
| 11 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 700 | 384.3 | 2,69,010 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 7315 | 107.85 | 7,88,922.75 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 7350 | 107.85 | 7,92,697.5 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 14 | 9,504.75 | 1,33,066.5 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 80.5 | 9,655.7 | 7,77,283.85 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 14 | 9,860.4 | 1,38,045.6 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 70 | 10,011.35 | 7,00,794.5 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 28 | 733.5 | 20,538 |
| 19 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 7 | 6,295.15 | 44,066.05 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 7 | 9,344.35 | 65,410.45 |
| 21 | 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 | 210 | 133.7 | 28,077 |
| 22 | Hot finished welded type tubes | Kg | 700 | 194.4 | 1,36,080 |
| 23 | Hot finished seamless type tubes | Kg | 700 | 206.35 | 1,44,445 |
| 24 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 2100 | 123.6 | 2,59,560 |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2100 | 172.6 | 3,62,460 |
| 26 | E.R.W. tubes | Kg | 700 | 205.75 | 1,44,025 |
| 27 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 14 | 8,595.15 | 1,20,332.1 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 140 | 347.05 | 48,587 |
| 29 | 1:3 (1 cement : 3 fine sand) | Sqm | 70 | 300.45 | 21,031.5 |
| 30 | Neat cement punning. | Sqm | 143.5 | 79.95 | 11,472.83 |
| 31 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 210 | 160.6 | 33,726 |
| 32 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 7 | 2,434.25 | 17,039.75 |
| 33 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 7 | 1,503.6 | 10,525.2 |
| 34 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 10.5 | 3,551.25 | 37,288.13 |
| 35 | Moorum | cum | 70 | 768.25 | 53,777.5 |
| 36 | 65 mm nominal dia Pipes | Metre | 45.5 | 1,674.4 | 76,185.2 |
| 37 | 100 mm nominal dia Pipes | Metre | 45.5 | 3,271.7 | 1,48,862.35 |
| 38 | 150 mm nominal dia Pipes | Metre | 45.5 | 6,822.7 | 3,10,432.85 |
| 39 | 80 mm dia nominal bore | Metre | 70 | 1,041.7 | 72,919 |
| 40 | 50 to 80 mm nominal bore | Each | 4 | 1,785.35 | 7,141.4 |
| 41 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 42 | Up to 300 mm dia | Quintal | 3.5 | 8,913.15 | 31,196.03 |
| 43 | 150 mm diameter pipe | Each | 7 | 744.85 | 5,213.95 |
| 44 | Supplying pig lead at site of work. | Quintal | 3.5 | 29,875.4 | 1,04,563.9 |
| 45 | 150 mm diameter pipe | Each | 7 | 387.4 | 2,711.8 |
| 46 | 200 mm diameter pipe | Each | 7 | 428.65 | 3,000.55 |
| 47 | 300 mm diameter pipe | Each | 11 | 599.5 | 6,594.5 |
| 48 | Class II | Each | 4 | 4,985.85 | 19,943.4 |
| 49 | Class II | Each | 4 | 7,312.4 | 29,249.6 |
| 50 | Class II | Each | 4 | 14,622.95 | 58,491.8 |
| 51 | Class II | Each | 4 | 24,623.5 | 98,494 |
| 52 | Class II | Each | 4 | 30,203 | 1,20,812 |
| 53 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 10,862.4 | 43,449.6 |
| 54 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 26,163.4 | 1,04,653.6 |
| 55 | Up to 300 mm dia | Quintal | 3.5 | 8,628.6 | 30,200.1 |
| 56 | Up to 300 mm dia | Quintal | 3.5 | 13,764.35 | 48,175.23 |
| 57 | Up to 600 mm dia | Quintal | 3.5 | 20,009.7 | 70,033.95 |
| 58 | Up to 600 mm dia | Quintal | 3.5 | 21,290.1 | 74,515.35 |
| 59 | 150 mm dia pipes | Joint | 14 | 192.85 | 2,699.9 |
| 60 | 200 mm dia pipes | Joint | 6.3 | 280.85 | 1,769.36 |
| 61 | 300 mm dia pipes | Joint | 7 | 435.45 | 3,048.15 |
| 62 | 200 mm dia Ductile Iron Class K-7 pipes | Metre | 35 | 2,328.15 | 81,485.25 |
| 63 | 300 mm dia Ductile Iron Class K-7 pipes | Metre | 28 | 3,518.25 | 98,511 |
| 64 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 35 | 1,837.75 | 64,321.25 |
| 65 | 200 mm dia Ductile Iron Double Flanged | Metre | 14 | 3,360.8 | 47,051.2 |
| 66 | 300 mm dia Ductile Iron Double Flanged | Metre | 21 | 5,895.7 | 1,23,809.7 |
| 67 | 125 mm diameter C.I. pipe | Metre | 28 | 348.75 | 9,765 |
| 68 | 300 mm diameter C.I. pipe | Metre | 28 | 497.8 | 13,938.4 |
| 69 | 200 mm diameter C.I. pipe | Each Cut | 7 | 487.75 | 3,414.25 |
| 70 | 300 mm dia. R.C.C. pipe | Metre | 35 | 994.3 | 34,800.5 |
| 71 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 42 | 472.9 | 19,861.8 |
| 72 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 42 | 362.8 | 15,237.6 |
| 73 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 6 | 1,399.95 | 8,399.7 |
| Schedule total | ₹79,04,911.15 | ||||
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GCC-2022-uptoACS10.pdf
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GCCACS11.pdf
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AnnexureVIB.pdf
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AnnexureVIAFormatofEMDandPBG.pdf Annexure VIA Format of EMD and PBG
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PCEcircular.pdf
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BeneficiaryName.pdf
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drmwbsl182026t3_1.pdf
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AnnexureVIAFormatofEMDandPBG.pdf
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