Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Feb 2025
Closing Date13 Mar 2025
Tender Amount₹ 5,27,45,125
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Available bid capacity = A x M x N - B Where:
A = Maximum value of engineering works executed in any one year during the last five years (updated at the current price level @ simple rate of 7% per annum)
M = Multiplier Factor (usually 1.5)
N = Number of years prescribed for completion of the work in question
B = Value (updated at the current price level) of the existing commitments and ongoing works to be completed in the next 'N' years. The bidder should possess the bidding capacity as calculated by this formula. The bid capacity should be more than the total bid value, which is Rs 527.45 lakhs (approx.) in this case. Additionally, the bid capacity required is also mentioned as Rs 10,55,000/- (Rupees Ten lakhs fifty-five thousand only) as Earnest Money Deposit (EMD).
Technical Capacity
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The required prior work experience for the bidder includes having successfully completed or substantially completed similar works during the last 7 years ending 31st January 2025. The similar works should be of "Permanent Way works/ Railway works / Construction of concrete roads/concrete pavements". Substantial completion shall be based on 80 (eighty) per cent (value wise) or more works completed under the contract. The required prior work experience can be in the form of:
- Three similar completed works each costing not less than Rs 210.99 lakh
- Two similar completed works each costing not less than Rs 263.73 lakh
- One similar completed work costing not less than Rs 421.97 lakh The value of similar works completed will be brought to the current price level by enhancing the actual value of work at a simple rate of 7% per annum, calculated from the date of completion to the date of bid opening. The percentage of substantial completion is 80% (value-wise) or more works completed under the contract.
Costs
EMD
₹ 10,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ChPT_850367_1Tender No
T/WMA4/08/2025/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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USSOR- 071021- Dismantling the existing B.G.points and crossing 1 in 8.5/1 in 7.18 for 52/60kg rail track and removing the stock rail, tongue rail, lead rail, crossing set, point box and its accessories, running / lead rails and guard rails, fish plates, fixtures etc as existing at site of work and as directed and conveying all the said rails, fixtures etc from the site of work to stock yard / RSD yard within a lead of 2Kms all as directed including cutting the rails and bolts & nuts as directed at site of work including all labour, tools, equipments, transport, fuel, etc., complete.
4
27156
108624
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Demolishing the existing Plain Cement Concrete (Nominal concrete 1:3:6 or richer/equivalent design mix) manually/by mechanical means as existing at site of work or wherever required to the required level, size and shape without damaging the nearby structures all as per direction and disposal of debris within a lead of 50m (for transportation and disposing) and as per relevant CPWD specification including all labour, tools, tackles, equipment, plants, fuel etc., complete.
30
2349
70470
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Demolishing the existing Plain Cement Concrete (Nominal concrete 1:4:8 or lean /equivalent design mix) manually/by mechanical means as existing at site of work and wherever required all as per direction and disposal of debris within a lead of 50m (for transportation and disposing) all as per relevant CPWD specification including all labour, tools, tackles, equipment, plants, fuel etc., complete.
11
1451
15961
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Removing the concrete blocks weighing more than 1 Te ( calculated by size and specific weight of concrete ) by mechanical means as existing at site of work without damaging the nearby structures and wherever required all as per direction and disposal within a lead of 500m (for transportation and disposing) all as per relevant CPWD specification including all labour, tools, tackles, equipment, plants, fuel etc., complete.
20
735
14700
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Removing the existing Concrete paver blocks and stacking the same near the site by manual/mechanical means as existing at site of work without damaging the nearby structures and wherever required all as per direction and disposal within a lead of 1 Km (for transportation and disposing) all as per relevant CPWD specification and as directed including all labour, tools, tackles, equipment, plants, fuel etc., complete
5
970
4850
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Earth work excavation for pavement work by mechanical means (Hydraulic excavator) / manual means to the required lines and levels in all kinds of soil mixed with roots, boulders weighing individually less than 250kg, debris, rubbish etc.,by cutting the soil heaps and filling the excavated earth in low level areas in layers not exceeding 20 cm in depth, including getting out and disposal of balance excavated earth lead upto 50cm and lift upto 1.5m all as directed including all materials , labour, tools, equipment, transport, survey equipmets, fuel etc., complete.
5200
25
131820
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade to the required line and levels and disposal of surplus earth with lead upto 50 metres as per relevant CPWD specification, drawing, carriage for all leads and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
7000
3
22750
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Providing and laying Granular Sub-base (GSB) layer of 200mm compacted thickness on the prepared subgrade by providing close graded Material conforming to MORT specifications, With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density and to required lines and levels complete as per MORTH specifications , drawing, carriage for all leads and as per direction including all labour, material, tools, plants, all equipment, transport, fuel etc., complete.
1400
2843
3980200
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Providing and laying of Dry Lean Cement Concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determind during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing to required lines and levels and curing all as directed including all materials, tools, machineries, all equipments, labours etc . complete.
1100
3850
4235000
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Cement concrete pavement : Providing and construction of unreinforced dowel jointed plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg /M3 of M40 grade, flexural strength 45 Kg sqm as per IRC 58-2015 using coarse and fine aggregate (Crushed stone sand) confirming to IS 383, coarse aggregate not exceeding 25mm in size and clean seived approved Crushed stone sand including mixing as per approved mix design transporting to site, laying, spreading, compacting and finishing in continous operation with screed vibrator including provision for construction, expansion, construction and longitudinol joints, seperation membrane, admixture as approved finishing to the required lines and level grades and alignment, texured with appropriate method finishing and curing including cost of all materials including, shuttering, labours, lead and lifts, tools and tackles, equipments, fuel, hire charges of machineries etc., complete all as per relevant specifixcations and as per relevant specifications and as per MoRTH technical specification clause 602. ( construction of expansion, construction and longitudinol joints shall be measured and paid seperatly under relevent item of this shedule)
2800
6476
18132800
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Supplying and laying impregnated bitumen pad of 20 mm ( confirming to IS 1838 ( part -I ) 1983) thickness for expansion joints of CC pavements after making the joint dust free with high pressure air jet cleaners and free from foreign materials,all complete as per direction of the engineer-in-charge including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
261.25
616
160930
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Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 – 1984 (or its latest edition) for expansion/longitudinal/Contraction joints, including cutting using mechanical device all as per relevant standard / CPWD specification, drawing, carriage for all leads and as per direction of the engineer-in-charge including all labour, material, tools,plants,equipment,transport etc., complete
-
-
-
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For expansion joint
140
77
10885
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For Contraction joint
340
73
25041
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For longitudinal joint
470
73
34615.5
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Drilling holes of minimum dia of 200 mm to a depth of 250mm at 1000mm c/c in the existing pavement using a hand drilling machine for fixing of Tie bars (16mm dia TMT bar) in position on the drilled holes using high performance anchoring adhesive (HILTI HIT MM of Hilti India private Ltd or equivalent ) all as per relevent/manufacture's specification, drawing and as directed including all materials, labour, tools , equipments complete. Note: 16mm dia Tie bar will be measured and paid sepetatly under relevant item of this schedule
340
165
56168
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Supplying, fabricating the MS/TMT bars, and placing in position as dowel bar / tie bar for expansion joints/longitudinol joints as per detail shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipments, tools etc., complete Note : 1. The rate shall be inclusive of cost of steel and fabrication charge if any. 2. Dowel bar (32mm dia bar 500mm long 250mm c/c) for expansion joints (one half of the rod painted with bitumin and greased to avoid bonding with concrete) including providing necessary cap / sleeve and cotton waste all as per shown in the drawing and as directed at site.
-
-
-
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Expansion Joints
620
110
68200
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Longitudinal joints
1280
104
133760
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Supplying and stacking of 60 Kg T12 Quality IU grade flat footed rails as per IRS specification with Latest ammendment.(SAIL) Note: 1. Supply will be subject to approval before acceptance.
2. The supply should be accompanying with third party inspection certificate from RITES. The charges for the third party inspection should be bared by supplier.
3. The test certificate from manufacturer / Government approved lab should be accompanying by supplier.
112.8
74979
8457705.65
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Supplying and stacking of 1 in 8.5 switch portion from SRJ to CMS crossing for 60 kg rail track including lead rail, stock rail, Tongue rail, check rail, CMS crossing grooved rubber sole plate to entire switch portion and MS bearing/chair plates for sleeper , all as per RDSO number with IRS specification including check rails, GFN liners with ER clips for entire switch portion, with 3 nos stretcher bars and manually operated point box with connecting rod and locking cotter set 2 Nos including lead rails, all as per IRS specifications and including all labour, materials, tools, fuel, equipments, machineries etc., complete.
2
681885
1363770.98
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Supplying and stacking of 60 kg PSC sleeper as per IRS specification with RDSO number (latest ammendments) including transporting of sleeper from casting yard to inner harbor and unloading at site at inner Harbour and including all labour, fuel, equipments, etc., complete.
Note: 1. The supply should be accompanying with third party inspection certificate from Zonal Railway Engineer. The charges for the third party inspection should be borne by supplier. 2. The test certificate from manufacturer / Government approved lab should be accompanying by supplier.(The supply should be accompany with zonal railway inspection report)
1450
3235
4690750
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Supplying and stacking of 60kg PSC crossing sleepers for 1 in 8.5 switch portion (sleeper from SRJ entry to Crossing exit) for 60 kg rail track as per IRS specification with RDSO number (latest ammendments) including transporting of sleeper from casting yard to inner harbor and unloading at site at inner Harbour and including all labour, fuel, equipments, etc., complete.
Note: 1. The supply should be accompanying with third party inspection certificate from Zonal Railway Engineer. The charges for the third party inspection should be bared by supplier. 2. The test certificate from manufacturer / Government approved lab should be accompanying by supplier.(The supply should be accompany with zonal railway inspection report)
2
385000
770000
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Supplying of grooved rubber sole plate 6mm thick suitable for 60 kg rail to drawing No. RDSO T-3711 with latest ammendments up to date 1997 (provision as per IRS specification) Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
5800
41
242440
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Supplying of GFN-66 liner for use with ERC (Elastic rail clip) MK-III (flat toe) on 60 kg (UIC concrete sleeper with 60 Kg rail to drawing mNo. RDSO T- 3706 Ait-V and to IRS specification provisional 1995 with latest ammentmends. Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
5800
21
123540
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Supplying of Elastic rail clips MK III suitable for 60/52 Kg rails to drawing No. RDSO T-3701 Alt IV as per IRS specification No.T-31-1992 with latest amendments. Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
5800
95
552160
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Supplying of 60 kg fish plate 0.60m length RDSO T-1898 with latest amendments. Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
304
3522
1070852.16
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Supplying of M.S. square headed bolts and nuts half threaded of size 25mmx140mm RDSO No.T 1899 for fixing of 60 kg fish plates. Note: The Manufacture's test certificate/Test certificate from Government approved lab shall accompany with supply for each item. Necessary testing charges have to be borne by the supplier.
1220
98
120292
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Supplying of M.S. square headed bolts and nuts half threaded of size 25mmx170mm RDSO No.T 11603 for fixing of CI distance blocks. Note: The Manufacture's test certificate/Test certificate from Government approved lab shall accompany with supply for each item. Necessary testing charges have to be borne by the supplier.
1880
98
185368
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Supplying of cast iron distance block suitable for 60/52 kg rail profile as per the sample submitted and approved by engineer in charge.
1880
1344
2526720
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USSOR 161041- Drilling holes upto 32mm dia to BG rails web 90 R/52 Kg, 60 kg of BG Track at permanent way stores / stack yard as directed by the Engineers in charge including handling of rails in full length ( up to 13m) within a lead of 30m and lift as required for drilling holes by means of drilling machine, stacking, the drilled rails within a lead of 30m as required complete including necessary tools plant complete.
3150
64
204435
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Quick cutting with abrasive rail cutter of all types for all rail sections including wear resistant, head hardened rails up to110UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineerin-charge. Abrasive Rail Cutter will be as per RDSO Specification No.TM/SM/1(Rev.01of2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)
-
-
-
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60 Kg - 110/90 UTS - Outside Track- USSOR 161011
50
270
13525
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52 Kg - 90 UTS - Outside Track- USSOR 161012
50
245
12275
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60 Kg - 110/90 UTS - On Running Line-USSOR 161014
50
343
17150
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52 Kg - 90 UTS- On Running Line-USSOR 161015
50
278
13925
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USSOR 123042- Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density on proposed concrete pavement and compacted with suitable roller wherever required , over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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 30kmph and meet other pre requisite sprescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately.
940
291
273540
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USSOR 072010- Laying and linking of 1 in 8½ turn outs of all types including diamond crossings & Derailing switches with 52Kg/60Kg rail sectionon PSC sleepers on proposed concrete pavement for New lines or during total closure of section at indicated location as per standard drawing duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballastbed, filling and spreading of ballast as required, linking of turn out with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings / fastenings, complete as directed by Engineer in-charge.
2
41246
82492
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USSOR 211030- Fabricating of check rails of 52 Kg and 90 R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directons of engineer in-charge with all contractor‟s labour, tools and materials complete. Note: 1. Rails shall be supplied by Port 2.The both ends of head of check rails are to bent/cut as per drawing. 3.The released rail scrap shall be stacked neatly within alead of 500m. 4.Drilling of holes shall be paid under relevant item.
1880
238
448380
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USSOR 211050- 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: Supplying of distance block, bolts, nuts, fish plates will be paid in seperate items of this schedule.
1880
72
135736
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USSOR 211250- Manufacturing and fixing buffer stop with Port supplied rails, cutting, including bending of rails as per plan, with all contractor‟s labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineerincharge at site. Note:Excavation, fixing rails in cement concrete, drilling of holes will be paid separately.
2
15278
30556
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Anticorrosive painting of rail out side track on rail bottom, web, foot and fishing plate with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.
-
-
-
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For 60 kg- USSOR 137011
1100
64
71225
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For 52 Kg- USSOR 137012
1100
57
63250
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USSOR 171031- Loading, leading and unloading of 52Kg/60Kg rail upto 13 metre length by Railway's Rail Dolly/Dip Lorry to the nominated location under traffic with line protection incase road carriage is not possible with different lead with a lift up to 5 metre during block period.
116.22
380
44163.6
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USSOR 172031- Loading, leading and unloading of PSC Sleepers of 52Kg/60Kg by Department Rail Dolly/Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5metres lead up to 500 metre
238.37
296
70557.52
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USSOR 172040- Loading, leading and un loading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads.Note:Lead shall be the shortest motorable road length between the points of loading and unloading. Up to 5 Km
31.62
163
5176.19
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Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead upto 500metre and lift upto 5 metre including crossing of track(s)wherever necessary as directed by Engineer-in-Charge.
-
-
-
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Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.- USSOR 173031
250
447
111875
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All type of PSC sleepers-USSOR 173032
100
483
48300
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P.Way fittings of all types and other similar loose items- USSOR 173033
50
384
19225
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Loading, transporting and dumping the surplus earth anywhere out side the Port premises within a lead of 5 km all as directed by the engineer-in-chargeincluding all labour, tools, equipment,transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port approved format at his own cost for the quantity of surplus earth/debris transported.
2. Interim payment will be based on the lorry cubical content for earth. A deduction of 20% for voids will be made on lorry cubical contents for earth. No deduction of voids for debris will be made.
3.However the final quantity will be restricted to (i) actual quantity of earth work minus refilling, if any for surplus earth
5200
339
1762800
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Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1.Lead shall bethe shortest motorable road length between the points of loading and unloading.2. Loading and unloading shall be paid extra under relevant items.
-
-
-
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Lead up to 5 Km
485.5
55
26755.91
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Lead beyond 5 Km and up to 10 km
485.5
98
47627.55
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Lead beyond 10 Km and up to 20 km
485.5
156
76029.3
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Lead beyond 20 Km and up to 30 km
485.5
227
110630.89
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Lead beyond 30 Km and up to 50 km
485.5
326
158675.97
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Lead beyond 50 Km and up to 100 Km
485.5
542
263306.07
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Lead beyond 100 Km and up to 150 Km
485.5
865
420015.76
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Extra for every Km per MT beyond 150 Km over item no. 172057
485.5
1056
512688
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