Loading
Loading…
Loading…
Tender Value
₹11.5 Cr
EMD Value
₹7.3 L
Closing Date
30 Dec 2025, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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 up to G+4 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.
Civil works in connection with Development of examination and maintenance facilities for NMG/NMGH/NMGHS rakes at Devlali including Provision of Inspection pit-600m. (PID-01.01.42.24.1.50.001)
DRMWBSL422025t1~CR
DRMWBSL422025t1
Open
Works - General
8 Months
Jalgaon, Maharashtra
₹0
₹7.3 L
30 Dec 2025
8 Dec 2025
16 Dec 2025
825 items across 18 schedules · ₹10,01,03,516.91 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| Earth | — | — | — | — | |
| 1 | 1km | cum | 4500 | 217.55 | 9,78,975 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. | — | — | — | — | |
| 2 | All kinds of soil | cum | 4500 | 177.5 | 7,98,750 |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | — | — | — | — | |
| 3 | Ordinary rock | cum | 2424.75 | 498.9 | 12,09,707.78 |
| 4 | Hard rock (blasting prohibited) | cum | 100 | 1,432.95 | 1,43,295 |
| 5 | 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 | 1125 | 196 | 2,20,500 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 6 | All kinds of soil | cum | 1470.75 | 126.8 | 1,86,491.1 |
| 7 | Ordinary or hard rock | cum | 2424.75 | 227.4 | 5,51,388.15 |
| CONCRETE WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | — | — | — | — | |
| All works upto plinth level : | — | — | — | — | |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 470 | 9,212.6 | 43,29,922 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 900 | 392.15 | 3,52,935 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3450 | 842.5 | 29,06,625 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 175210 | 107.85 | 1,88,96,398.5 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1700 | 9,504.75 | 1,61,58,075 |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 510 | 733.5 | 3,74,085 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 6 | 7,370.65 | 44,223.9 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 15 | 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 | 3500 | 117.35 | 4,10,725 |
| 16 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1200 | 97.2 | 1,16,640 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 17 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5500 | 172.6 | 9,49,300 |
| Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. | — | — | — | — | |
| 18 | E.R.W. tubes | Kg | 10500 | 205.75 | 21,60,375 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 19 | 75 mm diameter | Metre | 1200 | 248.8 | 2,98,560 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Coupler | — | — | — | — | |
| 20 | 75 mm | Each | 6 | 91.7 | 550.2 |
| Single tee with door | — | — | — | — | |
| 21 | 75x75x75 mm | Each | 200 | 164.2 | 32,840 |
| Bend 87.5 degree | — | — | — | — | |
| 22 | 75 mm bend | Each | 10 | 105.9 | 1,059 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 23 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 30 | 2,434.25 | 73,027.5 |
| 24 | 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 | 12.5 | 3,551.25 | 44,390.63 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 25 | In cement mortar | cum | 8 | 2,060.2 | 16,481.6 |
| 26 | 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 | 159 | 263.95 | 41,968.05 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| Supplying and stacking at site. | — | — | — | — | |
| 27 | 90 mm to 45 mm size stone aggregate | cum | 810 | 2,098.4 | 16,99,704 |
| 28 | 63 mm to 45 mm size stone aggregate | cum | 270 | 1,636.05 | 4,41,733.5 |
| 29 | Moorum | cum | 1125 | 768.25 | 8,64,281.25 |
| 30 | 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 | 1080 | 1,046.95 | 11,30,706 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 31 | 25 mm dia nominal bore | Metre | 30 | 467.75 | 14,032.5 |
| 32 | 50 mm dia nominal bore | Metre | 70 | 762.15 | 53,350.5 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : | — | — | — | — | |
| 100 mm diameter | — | — | — | — | |
| 33 | Class II | Each | 2 | 4,985.85 | 9,971.7 |
| 150 mm diameter | — | — | — | — | |
| 34 | Class II | Each | 2 | 7,312.4 | 14,624.8 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 35 | 450 mm dia. R.C.C. pipe | Metre | 400 | 1,620.95 | 6,48,380 |
| Schedule total | ₹5,61,74,072.66 | ||||
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
tenderdoc422025t1_merged.pdf
CORRIGENDUM
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 .