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Tender Value
₹40.1 Cr
EMD Value
₹80.1 L
Closing Date
23 Sept 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Deposit Work
Above/Below/Par
WORKS
13 conditions · 2 needing a document upload
Documents as per the requirement of financial eligibility criteria (Ref:Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) along with Annexure-VIB at Page 14, 24-25 & 40 of GCC APRIL 2022).Documents for evaluating the Bid Capacity, for tenders having advertised value more than Rs.10.00 crore (Ref:Clause 10.3 and for tenderer participating as JV firm Clause 17.15.3 of TENDER FORM (Second Sheet) along with Annexure-VI at Page 14, 25 &35-36 of GCC APRIL 2022).10.2 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 RupeesN= 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.
Work(s) completion certificate(s)as per the requirement of Technical eligibility criteria (Ref:Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24of GCC APRIL 2022& Clause 1(3) of SPECIAL CONDITIONS OF CONTRACT (PART-I) (SCC) at Page 138-141 of this document).Similar nature of work- Any Steel fabrication work/PEB work. OR Any Civil Engineering work involving fabrication and erection of steel structure for quantity more than 35%of proposed steel work(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.
5 conditions · 2 needing a document upload
Refer to the instructions under "SPECIAL INSTRUCTIONS & GUIDELINES" for submitting e-tender at page no. 3 to 9 of Tender Document/Technical Bid document.
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.
Construction of Foot Over Bridge between Kalyan- Asangaon section in connection with Proposed 4th line between Kalyan-Asangaon.
DYCEGCKYN-ASOFOB03~CR
DYCEGCKYN-ASOFOB03
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹80.1 L
22 Aug 2026
22 Aug 2026
2 Sept 2026
104 items across 4 schedules · ₹33,54,18,855.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 1 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 207.00 | 198.4 | 41,068.8 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 2 | All kinds of soils | cum | 3375.83 | 199.78 | 6,74,423.32 |
| 3 | Soft rock (not requiring blasting) | cum | 3375.83 | 420.29 | 14,18,827.59 |
| 4 | Hard rock (requiring blasting) | cum | 2250.55 | 588 | 13,23,323.4 |
| 5 | Hard rock (blasting prohibited ) | cum | 2250.55 | 636 | 14,31,349.8 |
| 6 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1600.66 | 2,536.39 | 40,59,898.02 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 7 | Abutment & Pier | cum | 212.09 | 2,600.49 | 5,51,537.92 |
| 8 | Wing wall and Return wall | cum | 697.50 | 2,600.49 | 18,13,841.78 |
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | — | — | — | — | |
| 9 | 600mm diameter | Metre | 1620.00 | 2,911.01 | 47,15,836.2 |
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. | — | — | — | — | |
| 10 | 600mm diameter pile | Metre | 162.00 | 866.7 | 1,40,405.4 |
| Earth work in OPEN excavation in foundation of bridges, for placing of well curbs of all shapes and designs in all kinds of soil including taking out the excavated soil, levelling, ramming of bottom of excavation and trimming of sides, returning the soil in layers, consolidation, disposal of surplus soil within a lead of 300m, including all lift, dewatering, shoring and strutting complete as per technical specification and as directed by Engineer in charge. | — | — | — | — | |
| 11 | In all types of soils | cum | 6068.32 | 299.67 | 18,18,493.45 |
| 12 | In Ordinary rock | cum | 3034.16 | 462.32 | 14,02,752.85 |
| 13 | Hard rock (blasting prohibited ) | cum | 3034.16 | 1,292.88 | 39,22,804.78 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 14 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 6658.17 | 329 | 21,90,537.93 |
| 15 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 3505.17 | 427.7 | 14,99,161.21 |
| 16 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 3505.70 | 56.75 | 1,98,948.48 |
| 17 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be paid extra under relevant item. 2. Plasticizer shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 63.00 | 2,711.15 | 1,70,802.45 |
| Extra over 025040 for drilling of holes and insertion of dowel bars in case of Jacketing | — | — | — | — | |
| 18 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 1260.00 | 79.14 | 99,716.4 |
| 19 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 1260.00 | 9.31 | 11,730.6 |
| 20 | Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. | cum | 1129.27 | 1,357.12 | 15,32,554.9 |
| Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS- B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns. | — | — | — | — | |
| 21 | On new girder during fabrication | Sqm | 2862.00 | 626.63 | 17,93,415.06 |
| Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc. | — | — | — | — | |
| 22 | 20 MT capacity | Day | 189.00 | 11,400.45 | 21,54,685.05 |
| Surface preparation of steel work of bridge plate/composite girders by cleaning with scrappers and/or wire brushes to remove all rust and loose or perished paint to prepare perfectly clean & dry bare metal surface free from all dirt/foreign material & ready for initial coat of paint for new or existing steel girders. Rate includes cost of labour, consumables, brushes, tools & plants, ladders, scaffoldings, jhoola, hanging scaffolding staging etc. | — | — | — | — | |
| 23 | New girders during fabrication | Sqm | 966.60 | 42.46 | 41,041.84 |
| Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required. | — | — | — | — | |
| 24 | With one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30 Microns followed by one coat of Zinc Chromate red oxide conforming to IS:2074 DFT of 25 Microns | Sqm | 3607.20 | 83.53 | 3,01,309.42 |
| 25 | With two cover coats of ready-mixed paint conforming to IS:13607 with colour/shades, as decided by Engineer-in charge Note: DFT of each coat shall be 20-25 microns | Sqm | 3607.20 | 106.21 | 3,83,120.71 |
| 26 | With two coats of Aluminium paint in dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. | Sqm | 3607.20 | 87.26 | 3,14,764.27 |
| 27 | With two coats of epoxy paint conforming to RDSO spec M&C/PCN/123-11 Note: DFT of each coat shall be 60 microns. | Sqm | 3607.20 | 142.96 | 5,15,685.31 |
| 28 | With one coat Aluminium paint in dual containers conforming to IS:2339 with DFT of 15 - 20 Microns . | Sqm | 3607.20 | 50.54 | 1,82,307.89 |
| Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream or passage as directed by Engineer in charge with all labour, tools and plant, equipment etc., complete. | — | — | — | — | |
| 29 | Structural steel plate girders. | MT | 747.00 | 1,005.91 | 7,51,414.77 |
| Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra). | — | — | — | — | |
| 30 | 600mm dia. | Metre | 900.00 | 1,861.87 | 16,75,683 |
| 31 | 1200mm dia. | Metre | 630.00 | 5,484.53 | 34,55,253.9 |
| 32 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | cum | 5096.34 | 1,117.07 | 56,92,968.52 |
| 33 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 3280.17 | 166.97 | 5,47,689.98 |
| 34 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 1512.00 | 14.42 | 21,803.04 |
| 35 | Supplying & fixing Galvanised Steel Wire Rope net, made of 9mm dia. steel wire rope having aperture size of 45cm x 60cm with 6m long hangs for top anchoring and 5m wide along with chain- link mesh-netting of 80mm x 80mm mesh size made from 2.4mm dia galvanised wire, joining of chain-link mesh & steel wire rope net and joining of adjacent nets with galvanised spiral lock springs of steel wire dia 2.2mm; inner dia. of springs 18mm; total length 50mm ± 0.5mm; pitch 4mm & open end length 60mm including cutting of tree/shrub etc. in rope-netting location and also, excavation / filling-back of trenches in all types of soil after anchoring rope net with RCC pre- cast beam of size 15cm x 15cm x 2m of M-15 concrete & 30cm thick M-10 PCC. This work also includes supply of 200mm x 200mm x 6mm epoxy coated washer plates with 12.5mm / 18mm dia. hole at centre and supplying & fixing of anchor bolts/fasteners of 10mm dia. including drilling of holes up to a depth of 110mm in rock; cleaning of holes; fixing of fasteners with nut & epoxy coated washer plates; applying torque 65 to 70 N/mm for fixing of rope net for intermediate anchoring on the surface of cutting, bottom anchoring up to 1m depth by using 16mm dia. HYSD steel bolts, threaded up to 200mm on top and fixing epoxy coated washer plate, fabrication & fixing of U-pin on top of cutting for top anchoring and joining of adjacent nets with spiral spring and fixing at the ratio of 1 no. per 0.6m in longitudinal direction of net portion and additional locks for lacing chain link netting with rope net with contractor's materials, machinery, tools & plants, cement, steel, labour, lead, lift, transportation, ascent, descent, taxes, royalty etc. complete as per directions of engineer-in-charge. Note: Concrete will be paid separately under relevant item. | Sqm | 1008.00 | 741.05 | 7,46,978.4 |
| Manufacturing, supplying and laying factory made CC block pavers for road surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge. | — | — | — | — | |
| 36 | 80mm thick blocks of M-35 grade for medium traffic. | Sqm | 7560.00 | 1,020.61 | 77,15,811.6 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 37 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 2016.00 | 752.64 | 15,17,322.24 |
| 38 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 2016.00 | 889.42 | 17,93,070.72 |
| 39 | Tractor with Trolley for local transportation or other misc. works. | Hour | 2016.00 | 199.17 | 4,01,526.72 |
| 40 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 567.00 | 730.51 | 4,14,199.17 |
| 41 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer- in charge at site. | Each | 8550.00 | 14.51 | 1,24,060.5 |
| Schedule total | ₹5,95,62,127.39 | ||||
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