Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 4,55,20,473
Costs
EMD
₹ 9,10,410Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IPRCL_208434_1Tender No
IPRCL/BBS/T/PPA/NLL/ 172Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
For straight track/Curved Track as per RDSO's Drg. No. RT-8746 & 8979-8982
80
333748
4171.86
Supply of ERCs MK-V (T-5919) for wide base sleeper
320
33875
105.86
Supply of Composite GRSP (T-8747)
160
6464
40.4
Supply of GFN Liner (T-8751)
320
3072
9.6
Supply of ERCs MK-III (T-3701) for PSC Mono Block Sleeper
5940
609919
102.68
Supply of Composite GRSP (T-3711)
2760
330206
119.64
Supply of GFN Liner (T-3706)
5940
87852
14.79
Supply of joggled fish plates (2 No. per set) with 4 pair clamps, 4 No. Bolts & Nuts and 8 No. special washers: For 60 KG as per RDSO Drawing No. T -4016/T-5849.
10
62058
6205.84
Fishplates for 60 KG rail (As per RDSO Drg.No.T-5916/T-5851 )
108
295659
2737.59
Supply of Combination fish plates (4 Nos. per set) as per Drawing No.T696 to T699 including nuts, bolts and washers-For 60 KG & 52 KG Rail Sections
2
35706
17853.2
Fish Bolts & Nuts (25mmX140mm ) RDSO Drg. No T-1899
300
31725
105.75
Washer for 25 mm dia bolts
600
4692
7.82
Supply of Elastic Rail Clip with flat toe (MK III) to RDSO drg. No. T-4158 (J-clip)
400
52876
132.19
End cut GFN liner - 60 kg
Manufacture & supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO Drg. No. T-3706 with latest alterations and as per IRS Specification T-44-1995 with latest alterations. Note-End cut is to be done for glued joint as per RDSO drawing No. T-4511 with latest alteration complete.
400
10764
26.91
Manufacture and supply of special PSC sleepers for 60KG 1 IN 16 Turnouts for B.G conforming to RDSO LAYOUT DRAWING NO. T-5691 IRS specifications of pre-tensioned prestressed concrete sleepers as amended up to date I.E. IRS T-45-2021 (Revision, March-2021) for Turnouts will be applicable for this item
1
809980
809980
Manufacture and Supply of 60 Kg 1 in 16 Over Riding Curve Switches to RDSO Drg. No. T-5692, Alt-3 complete with all fittings as per parts listed in the drawing and prime rail required but excluding GRSP, Insulating Liners, ERC, Fish Plates and Fish Bolts. Specification: IRS/T-10-2000, Corrigendum No. 1 of December 2016
1
705075
705075
Manufacture and supply of 60 Kg. CMS crossing 1 in 16 to RDSO Drg. No. T - 5693 complete with all parts as listed in the drawing including GRSPs (excluding fish plates, fish bolts & nuts, Liners and ERCs).
1
338910
338910
Manufacture and supply of 6 mm thick Grooved Rubber Sole P ates for 60 Kg 1 i n 16 turnouts on PSC Sleepers for RDSO Drg. No. T-5691, Al t-3.
1
29700
29700
Supply of check rails of 60 KG/52KG/90R rail section for level crossing, curves etc on PSC sleepers including all fittings as per RDSO drawing. Rails will be supplied by PPT free of cost
50
70679
1413.59
Supplying of Aluminium Thermit welding of 60/52 KG rail joints or combination joints including supplying skilled artisan staff like welder, moulder, chipper, cutter, aligner, striker/hammerman and number of semi skilled and unskilled labor and supplying required petrol for facilitating welding works on track etc.
106
1259578
11882.82
Total of Sch-B
-
5112543
-
Transportation of P.Way materials such as rails of all types, sleepers of all types including PSC sleepers and other P.Way materials from any place to site of work ( with in range of 10 KM)
559
334013
597.52
Carrying of stone ballast withing initial lead of 50 m by any means from stack
600
50016
83.36
Carrying of stone ballast withing initial lead of 50 m-200m by any means from stack
800
117072
146.34
Carrying of stone ballast withing initial free lead of 200 m-1000m by any means from stack
800
228224
285.28
Laying of B.G.Track of 60KG having sleeper density of 1660 nos per KM with all labour, T&P etc required completed (Without traffic block)
0.94
503101
532946.77
Cutting of 60 KG, 52 KG, 90 R rails with contractor’s Abrasive Disc Cutter complete including men, material, fuel etc. true to square.
319
37230
116.71
Drilling 26.5 MM, 32 MM diameter holes with Rail Drilling Machine in web of 60 KG, 52 KG, 90 R rails in track or on cess at correct locations including chamfering.
300
30564
101.88
Dismantling of existing BG track, turnouts, derailing switches, dead ends, sand humps, etc. of any rail section and any type of sleepers of any density and transporting all released material including sleepers, rails, switches, crossings and fittings & fastenings to the nearest station or manned level crossing or road loading point as directed by the Engineer.
300
22788
75.96
Regrading of track with 60KG/52KG/90R rail section
50
12041
240.82
Installation of 1 in 16 PSC fan shape turnouts 60KG/52 KG including lead rails as per RDSO layout drawings including katcha packing with bars of off track tampers for 20 KMPH speed. Activities of rail cutting, drilling of holes, welding of joints, and transportation are not included in this item and shall be paid separately under relevant items.
1
137043
137043
1st, 2nd and 3rd round through packing to the new track including SEJs with contractor's labour, tools and plants, consumables etc as stipulated in Pway manual. The rate includes boxing and dressing ballast to require profiles etc complete with contractor's labour, tools and plants etc required. Note:(1) 40% payment will be made after 1st round through packing. (2)30% payment will be made after 2nd round through packing.(3) 30% payment will be made after 3rd round through packing.
0.94
85869
90963.84
First and second manual through packing of points and crossing including gauging, fittings recoupment, elimination of sag and to the required alignment as per provisions of Indian Railways Permanent Way Manual for raising the speed from 20 kmph to 45 kmph.
NOTE:
The rate includes 1st through packing on 2nd day after relaying on Day 1 (laying of turnout will be paid separately under relevant item of BOQ), 2nd through packing on 3rd day and Picking up of slacks, as required, from 4th to 9th day.:1 in 16 Points & Crossing
1
31232
31232.77
Third or subsequent manual through packing of points and crossing including gauging, fittings recoupment, elimination of sag and to the required alignment as per provisions of Indian Railways Permanent Way Manual for raising the speed from 45 kmph to 75 kmph.
NOTE :
The rate includes packing on 10th day after relaying and picking of slacks for next 10 days for raising the speed from 45 kmph to 75 kmph.
1
24770
24770.18
Scrapping rust etc from rails by wire brushing scrapping, leaning, painting the same with anti cossosive paints i.e. one coat zinc chromate primer and two coats of bituminous emulsion paints
910.94
71035
77.98
Labour charges for check railing to the rails of BG track with 52Kg/90R rails (Labour charges for fixing of check rail)
50
13628
272.57
Total of Sch-C
-
1698630
-
Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m. from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in-Charge. The work is to be executed as per Latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract.: In all conditions and classifications of soil except rock
3600
976032
271.12
Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines.
5922
2421446
408.89
Blanketing
-
-
-
Supply of Moorum
1455
770218
529.36
Supply of Sand
970
726471
748.94
Laying and spreading blanketing materials (Natural or Mechanically prepared as per GE-1 or G.E.IRS-2) over new / old embankment / cutting in layers of 30 cm in loose state to make the embankment of designed profile as per specifications. The rate is inclusive of initial site clearance, cutting of shrubs, removal of roots of vegetation growth & heavy grass, surfacing and leveling to give required slope, benching if required on existing bank slope, dressing and finishing of bank, all lead & lift, ascent, descent, crossing of nallahs/ other obstructions, spreading the material and final dressing of slopes and top surface as per specified camber using contractor’s own machinery, equipment, T&P labour etc., as a complete job. Note - The rate does not include supply / compaction of blanketing material at site which shall be paid separately.
2425
261657
107.9
Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor’s rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes incl. 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
8347
229125
27.45
Total of Sch-D
-
5384952
-
Driving ‘Z’ section MS sheet piles, upto 10mm thickness, side by side in all kinds of soil mechanically or manually as per directions of Engineer-in-charge and removing after the work. The rate shall include all labour, materials, tools and plants, lead and lift as per site condition including ‘Z’ section sheet pile.
Note: Measurement will be based on area covered i.e. depth of pile actually driven in the earth along the trench multiplied by length of such protection along the trench.
420
761586
1813.3
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.
-
-
-
All kinds of soil
1023
186186
182
Extra over item nos. 022011 to 022014 for executing the work under water and/or liquid mud to compensate 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. 20% of item no-022011 to 022014
1023
37237
36.4
Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge.
Note: Payment for cement, reinforcement and shuttering shall be made extra.
325
1150828
3541.01
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.
-
-
-
Abutment & pier
36
129691
3602.54
Wing wall and Return wall
4.27
15382
3602.54
Approach slab at formation level, Dirt wall/ ballast wall at formation level
7.02
25072
3571.59
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.
258.72
916130
3541.01
Providing and casting 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item.
107.25
417751
3895.12
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.
Note:
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.
-
-
-
1200 mm Dia
360
3385051
9402.92
Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge.
Note: Payment shall be made as per the weight of circular plate of casing pipe only.
26.73
2710145
101389.64
Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.
-
-
-
Initial load test above 100 ton and up to 250 T capacity pile
1
84173
84173.78
Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton
2
9201
4600.56
Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item
118.61
341333
2877.78
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.
140.74
225193
1600.07
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.
25.65
45194
1761.97
Supply and using Cement at Worksite:
Ordinary Portland Cement Grade-43 Grade
343
2703313
7881.38
Supply Tor/TMT steel manufactured by SAIL/TISCON/VIGAC Steel of Fe500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge. (NB: No payment shall be made for extra weight than theoretical co-efficient).
1741.3
13172203
7564.58
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
All types of bridge substructures, 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. upto 5m above ground level
1403
875514
624.03
All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.
208
169366
814.26
Providing and applying two coats of coal tar or bitumen confirming to IS:3117– latest version on the top and sides of RCC box/slabs @ 1.70kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer.
470.94
56060
119.04
Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.
48
12456
259.5
Superstructure
-
-
-
Providing and launching 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 Precast Prestressed (Pretensioned) concrete girder/slab in contractor’s casting yard, 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. Note:1. Payment for Shuttering, Cement, Reinforcement, HTS cables including stressing and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item.2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra.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 at the stage of Mix Design and in that case deduction shall be made as per relevant items.
76.98
272586
3541.01
Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra.
11.78
41713
3541.01
Providing, fabricating & fixing in position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268– latest version in Pretensioned Prestressed Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, placing, bending, routing, fixing, stressing including all lead and lift with contractor’s own materials, labour, equipments etc. complete as per drawings & specifications. Payment shall be made in terms of weight of HTS cables as per drawing.
4
463352
115838
Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect
222
242424
1092
Total of Sch-E
-
28449148
-
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