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Tender Value
₹9.5 Cr
EMD Value
₹6.2 L
Closing Date
3 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ESTIMATE
13 conditions · 2 needing a document upload
6.2.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.
6.1 Minimum Technical Eligibility Criteria shall be as under: (a)The tenderer must have successfully completed or substantially completed any 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: 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. (i)The similar nature of work for Civil Portion of work, as mentioned in (a) above means that the work of :- " Bridge work involving Construction of Bridge with Steel or Composite Girder on Pile / Well Foundation. "
19 conditions · 11 needing a document upload
The following documents should be specified for submission along with tender:
PROFORMA I-A : - DETAILS OF TENDERER /S.
PROFORMA - I-B :- DETAILS OF WORKS OF TENDERER (DETAILS OF WORK IN HAND AND DETAILS OF TENDER SUBMITTED)
PROFORMA II : - DETAILS OF ALL CIVIL ENGINEERING WORKS CARRIED OUT DURING PAST FIVE YEARS
PROFORMA - III :- DETAILS (PLANTS & MACHINERY)
PROFORMA IV : - PARTICULARS OF PERSON TO BE EMPLOYED ON THE WORK.
PROFORMA V : - SUB CONTRACTORS
PROFORMA - VI :- CHECK LIST FOR DOCUMENTS TO BE SUBMITTED BY THE TENDERER /S WHILE SUBMITTING THEIR OFFER
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.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
In addition to General condition of contract 2022, Indian Railways Unified standard specification Works Materials 2021, and CPWD DSR 2021 Specifications, revised upto date, special condition attached shall also apply.
Bid Security : -All the tenderers / Contractors have to deposit full Bid Security as stipulated in the tender notice. The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from a Nationalised / scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
Extension of Bridge No. 46 and Provision of Shunting Neck at Jogeshwari
DyCE-C-CCG-356~WR
DyCE-C-CCG-356
Open
Works - General
6 Months
Mumbai, Maharashtra
₹0
₹6.2 L
3 Feb 2026
9 Jan 2026
20 Jan 2026
51 items across 5 schedules · ₹76,50,773.59 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 2000.00 | 5.45 | 10,900 |
| 2 | Hole of dia. 26.5mm and above | Each | 4129.00 | 301.14 | 12,43,407.06 |
| 3 | Rail section of 52Kg and above | Each | 500.00 | 108.38 | 54,190 |
| 4 | Derailing Switch (Under conditions not requiring Traffic Block). | Set | 1.00 | 6,689.24 | 6,689.24 |
| 5 | Derailing Switch | Set | 1.00 | 9,167.35 | 9,167.35 |
| 6 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 100.00 | 205.23 | 20,523 |
| 7 | Rail length up to 13m - Under Conditions not requiring Traffic Block | RM | 300.00 | 17.37 | 5,211 |
| 8 | For rails/panels of more than 40m length - Under Traffic | RM | 700.00 | 46.35 | 32,445 |
| 9 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 50.00 | 150.24 | 7,512 |
| 10 | Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. | Each | 50.00 | 851.61 | 42,580.5 |
| 11 | For sleeper density of 1660 sleepers per km | TRM | 1000.00 | 335.55 | 3,35,550 |
| 12 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 42.00 | 452.65 | 19,011.3 |
| 13 | For one shift ( 12 Hrs) | Each | 20.00 | 1,281.08 | 25,621.6 |
| 14 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 147.4 | 1,47,400 |
| 15 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 113.38 | 1,13,380 |
| 16 | With Contractor's Hydraulic Rail tensor | TRM | 1000.00 | 52.13 | 52,130 |
| 17 | With Clamps | Set | 10.00 | 166.97 | 1,669.7 |
| 18 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be d e d u c t e d for each such person or non- availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 20.00 | 15,003.81 | 3,00,076.2 |
| 19 | For 60 Kg Rails | RM | 1000.00 | 95.59 | 95,590 |
| 20 | Track having more than 3 Rail panels - With Contractor's USFD machine. | Each | 10.00 | 170.88 | 1,708.8 |
| 21 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM | 2000.00 | 39.58 | 79,160 |
| 22 | For day time block working | TRM | 1000.00 | 20.3 | 20,300 |
| 23 | Derailing Switch | Set | 1.00 | 2,193.25 | 2,193.25 |
| 24 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 242.54 | 12,127 |
| 25 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 300.00 | 189.12 | 56,736 |
| 26 | Not involving traffic block | MT | 181.00 | 26.2 | 4,742.2 |
| 27 | With Contractor's hard wood block | Each | 2.00 | 1,632.15 | 3,264.3 |
| 28 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 2.00 | 4,798.73 | 9,597.46 |
| 29 | Fabrication & supply of Galvanized H-beam Sleepers made out of the materials confirming to IS 2062 of standard Rolled sections as per approved drawing Nos RDSO/B/1636/4/R,5&9 complete and as directed by Engineer-in charge. Note: Cost of steel fittings and GRSP shall be paid separately. | MT | 14.00 | 1,40,021.51 | 19,60,301.14 |
| 30 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 6,908.11 | 27,632.44 |
| 31 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 5,917.1 | 23,668.4 |
| 32 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 6,908.11 | 27,632.44 |
| 33 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 4.00 | 8,361.59 | 33,446.36 |
| 34 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 4.00 | 1,171.89 | 4,687.56 |
| 35 | Boards with single post | Each | 4.00 | 644.57 | 2,578.28 |
| 36 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 250.00 | 76.96 | 19,240 |
| 37 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 2.00 | 525.14 | 1,050.28 |
| 38 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 2.00 | 610.59 | 1,221.18 |
| 39 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 2.00 | 819.35 | 1,638.7 |
| Schedule total | ₹48,15,979.74 | ||||
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