Indian Port Rail And Ropeway Corporation Limited Tender
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The IPRCL has issued a formal invitation for competitive bids for the Indian Port Rail And Ropeway Corporation Limited project, for Complete Track Renewal Ctr For Up Bot Line Old Iffco Track Dn Adb Line Gate No_2 To Bauriapalanda And Dn Main Line Atbk Rob To Bauriapalanda in Kendrapara, Odisha, with an estimated contract value of Rs. 8,43,99,223. The bid opening date for this tender is 27-03-2025 and the last date for bid submission is 28-04-2025. Interested bidders for Indian Port Rail And Ropeway Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Mar 2025
Closing Date28 Apr 2025
Tender Amount₹ 8,43,99,223
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I Local
Technical Capacity
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The bidder is required to have prior work experience in specific construction activities, including Earthwork, Bridge work, Track linking, OHE work, and S&T work. They should have experience in contracts of similar size and nature, with a single contract or two contracts of similar value. Additionally, they should have construction experience in key activities such as Track laying and linking works, General electrical works, SCADA, and TSS. The bidder must have successfully completed or substantially completed any one of the following categories of work(s) during the last 07 (seven) years: - Three similar works each costing not less than the amount equal to 30% of the advertised value of the tender.
- Two similar works each costing not less than the amount equal to 40% of the advertised value of the tender.
- One similar work each costing not less than the amount equal to 60% of the advertised value of the tender. The bidder should also submit an undertaking for specialist sub-contractors for the above-mentioned activities.
Costs
EMD
₹ 16,87,985Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IPRCL_231415_1Bid Award Id
ViewTender No
IPRCL/BBS/T/PPA/CTR/203Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying,Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed : TMT Bars
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8232
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GRAND TOTAL =(A+B+C+D+E+F+G)
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-
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M35 grade (Cast in situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & pile cap including finishing using Admixtures in approved proportions (as per IS: 9103) to modify workability & otehr properties wihout impairing strenth and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement, admixtures and shutteirng shall be paid extra.
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2301
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Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with spalls on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Filter media to be paid separately under the relevant item)
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1368
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Routine load test above 100 ton capacity upto 250 ton capacity pile
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91171
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Providing, fabricating and installing of casing pipe for broed piles for all diameters with specified thickness or steel plate including all labour, materials, pumping and bailing out water where ever required complete as per technical specificaiton.
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64321
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Schedule-F (Supply of Cement)
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SCHEDULE- C ( Execution of Substurcture )
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-
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Providing castin-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engarving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job.
4
533
2134.16
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Any unforseen items under USSOR-2021 of SECR
1
1000000
1000000
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Driving of Railways Unserviceable rails by hammering with the help of monkey hammer or by any other means into ground of all kinds of soil strata upto the depth specified by the Engineer-in charge or his authorised representative with contractors tools and plants, equipments, labour etc complete as per direction of the Engineer in charge. The Rate includes cutting of Rails, making V-shape of the driving edge of the Rails. Rate includes all consumables such as diesel mobiles etc. The rate also includes shifting of rails within the yard with maximum lead of 100m. Transportation of rails from other places if any will be paid separately and rate includes removal of infringement above Ground Level.
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602
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Abutment & Pier
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2372
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Supply and using of cement (OPC 43 Grade) at work site
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6324
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Total Amount of Schedule-A
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-
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SCHEDULE- D ( Miscllaneous )
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-
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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
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946
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Extra for mechancial compaction of eatrh/Blanketing material filled in embankment with contractor's rollers of suitable capacity, type and size to achive specified density as per specification, testing as per IS codes including cost of water, T & P, consumable material and all labour as a complete job. The work is to be executed as per Latest edition of " Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow.
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12
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Wing Wall and Return Wall
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2485
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Fixing of contractors good quality MS sheet 6mm/8mm thick in rail piling by welding with contractors welding machine, consumables, labour, electrodes and all other incidental charges etc. complete
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71509
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Earthwork in Excavation 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 upto a lead of 300m all types of shoring and strutting with all labour technical specification as directed by Engineer in charge
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-
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Conducting load testing of single pile up to following capacity in accordance with IS 2911 (Part IV) including installation of loading platform] and preparation of pile head or construction of test all labour, material, tools & plants, equipment, machinery, etc complete as per drawing andl specification, as directed by the Engineer
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-
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Pulse Echo Test (PET) for integrity testing of piles with contractor‘s men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge at site
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35750
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M20 grade (Cast - in Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, Including the cost of centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement & reinforcement shall be paid extra
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2423
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RCC raft foundation & Pile cap
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171
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Providing and constructing 10m wide service road to reach island location from one pier location to another pier location.
250
3189
797433
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Providing and laying in position machine mixed machine vibrated and machine batched Design Mix Mass Cement Concrete M35 grade (Cast in situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in following Reinforced cement concrete structural elements up to height of 10 M from foundation top level including finishing using Admixtures in recommended proportions (as per IS: 9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without wihout impairing strenth and durability complete as per specifications and direction of the Engineer in charge. Payment for cement, reinforcement, admixtures and shuttering shall be paid extra.
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-
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Extra for every increase of 50T in pile capacity or part thereof over 250T
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15815
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SCHEDULE- E ( Supply of Steel Reinforcement )
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Extra over item N0-1 for executing the work under water and/or liquid mud to compoensate all additional arrangements including pumping out water as required.
Note: The extra percentage rate is applicable only for the quantity of work executed under water.
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32
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1200mm diameter
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13873
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Extra for every 1.00m additional depth and part thereof of over item No-3 up to water depth of 4.00m.
16
77453
1239262
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Turfing /plating, including all lead & lift and watering as required until properly rooted with Note - Inttially paymrnt of only 40% will be made. Balance 60% will be paid only after 3 months of maintenace period, if the turfing is properly rooted. turfing with sods , 10cm thick and 20cm square closely laid .
4012.99
47
189292.64
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All kinds of Soils
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270
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Approach slab at formation level, dirt wall/ballast wall at formation level
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2710
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Abutment, pier, wing walls and return walls
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292
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SCHEDULE- B ( Execution of Foundation)
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Schedule-G ( Unforeseen )
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1200mm diameter
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1955
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Pile with lateral load capacity of above 10 ton & upto 20 ton
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46854
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Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall, etc.
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300
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Providing and laying plain cement concrete (1:3:6) with graded stone aggregate of 40 mm nominal size in foundation afloors, retaining walls of bridges including mechanical mxing, vibrating, pumping and bailing out of water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.
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1947
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Ordinary Rock
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303
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Providing weep holes by making suitable opening or drilling in existing Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure complete.
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391
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Initial Load test above 100ton capacity upto 250ton capacity pile
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98437
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Providing, Driving and installing Bored cast in situ Reinforced Cement Concrete piles of specified diameter and length below pile cap in M-35 grade Design Mix Cement Concrete, using 20 mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, excluding the cost of casing pipe and length of pile to be embedded in pile cap etc complete, concreting by machine batching, machine mixing, scaffolding, using, Admixture in recommended proportion ( as per IS;9103) if approved in design Mix, placing with] : tremie pipe, chipping off of pile top to removel laitance concrete above cut off level etc, pumping) and bailing out water, with all labour material' complete including crossingof tracks if required
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Approach slab at formation level, Dirt wall/ ballast wall at formation level
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171
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Lateral load testing of single pile in accordance with "IS Code of practice IS: 2911(Part IV ) for determinining safe allowable lateral toad of pile", with alt labour, material, tool & plants, equipment, machinary, etc complete as per drawing and specification as directed by the Enigneer.
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Providing and constructing temporary earthen Island/coffer dam for construction of well foundation of dia. Upto 10m (Longest dimension), including bailling and pumping of water, provision of sand bags, wooden ballies, sheet piling, earth sand or any other suitable material, as required with all labour and material complete job.
For water depth upto 1.00m.
4
50652
202609
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Abutment Cap. Pier Cap, Inspection Platform & pedestal over pier cap, render wall, diaphragm wall etc.
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2598
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Hard Rock (blasting prohibited)
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703
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Supplying, spreading and filling coarse sand (No cohesive materials to be used) of approved quality including watering and ramming in foundation, plinth, 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
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1109
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Providing and applying two coats of coal tar or bitumen confirming to IS 3117 - 1965 on the top and sides of RCC box/slabs @ 1.70 Kgs / Sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer
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126
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Earth work in filling Earthwork in filling in embankment,guide bunds,around buried type abutments,bridge gaps,trolley refuges,rain bunds,if provided,plattorms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads,royalty,lifts,asocent,descents,crossing of nallahs or any other obstructions. the rates shall include all dressing of bank to final profile,demarcation and satting out of profile,site clearance ,removing of shrubs,roots of vegetations geowth,heavy geass,benching of exiting slope of old bank,all handing /re-handing,taxes,octroi and royalty etc.as a completed job.cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the special conditions of contract
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246
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Supplying & mixing high range poly carboxylate ether base water reducing admixture Plast Super-C700 conforming to IS:9103-1999 (to be added @ 1% by weight of cement) for CC & RCC work for controlling water cement ratio and for gaining early strength.
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99
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Extra for chieseling in addtion to boring of piles if chieselling is resorted to in hard rock or big stone boulders large than 30 cm depth by any means i.e. by chieling or manual chiesel and hammer method
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-
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