Indian Port Rail And Ropeway Corporation Limited Tender
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Costs
EMD
₹ 1,31,86,308Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of 48 M Bow String Steel Girder 6 Lane Rob
Description
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Contact
Tender Id
2024_IPRCL_207288_1Bid Award Id
ViewTender No
IPRCL/GIMB/DPA/ROB-236B/2024Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
40845
7572663
185.4
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
21888
12291206
561.55
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2423.6
430843
177.77
Exavation in marshy land for 1m. Depth,providing prefabricated vertical PVC drainage system (bauind drain)(100mm dia) with all contractors material.Tools and plants,equipments,labour etc. complete with all lead lift as per RDSO repiort no. GE-R-68(prefabricated vertical PVC drainage system for construction of embankment on compressible,soft soil) and as directed bty Engineer -ion -charge, Providing granualar blanketing .6m thick,laying geotextile fabric,providing surchaege laoding,removal of surcharge loading as per direction of engibneer in charge, Instrumentation items etc. NOTE:- 1.IPRCL decision on spacing and pattern of vertical PVC will be final and binding on the contractor.2.Contractor shall take approval to make of the prefabricated vertixal PVC Drain system from the Engineer-in-Charge of the work before placing order. 3.Contractor shall have the provision of prefabricated PVC vertical drainage system for aprroved of engineer-in -charge.4.The rate is incluysive of submiting design for spacing of PVC bain drain duly proof checked by IIT mumbai.5.The rate is inclusive of lightining arrangemnt required during night working.
26250
69270075
2638.86
Total for Bill No. 1 (Carried forward to Summary)
-
100897105
-
Description of Item
-
-
-
(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i) M30 Grade concrete
1868
3830334
2050.5
Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
408
1417392
3474
Drainage Spouts complete as per drawing and
Technical specification
40
56640
1416
Providing Down Take Pipe (100mm GI PIPE)
800
81600
102
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
For solid slab super-structure, 18-28% of (a+b+c)
-
-
-
RCC M40:Height above 10m
387.5
2869467
7405
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
-
-
-
Plain/Reinforced cement concrete in sub- structure complete as per drawing and technical specifications for pile cap
405.43
2090238
5155.61
(I) RCC Grade M40
-
-
-
(P) Height upto 5m With Batching Plant,Transit Mixer and Concrete Pump
612.36
3159165
5159
RCC grade M40, Height 5m to 10m With Batching Plant,Transit Mixer and Concrete Pump
447.55
2359494
5272
Plain/Reinforced cement concrete in sub- structure complete as per drawing and technical specifications for Pier Cap
-
-
-
RCC grade M40, Height above 10m With Batching Plant,Transit Mixer and Concrete Pump
274.09
1491323
5441
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removalofexcavatedearthwithall liftsand lead upto 1000 m. (Pile diameter-1200 mm)
960
14323305
14920.11
Design, supply and fixing 300MT capacity Spherical Bearing in position true to line and level consisting of set of concave and convex mating steel backing plate with a low friction sliding interface, flat sliding elements ,guides and restraining rings; with all components conforming to approved drawing and technical specifications & Bridge Code including grouting of holes for anchor bolts and underside of baseplate with approved non-shrink epoxy grout with all material, labour, T&P as a complete job. Note: Sliding surface with PTFE or UHMWPE low friction thermoplastic material and steel for backing plate of Mild steel in accordance to IS:2062 grade-B. Cast steel in accordance with IS 1030 Grade 280-520W. Stain less steel in accordance with AISI 304/316.Low friction thermo - plastic sliding PTFE material either pure polytetrafluroethalyne (PTFE) Or Ultra High Molecular weight Polythylene (UHMWPE). Austanitic steel is of stainless steel for the sliding interface shall be in accordance with AISI 316L or O2 Cr17 NI12 of IS-6911. The thickness of the stain less steel sheet shall be 3mm minimum. The stainless steel sheet shall be attached to its backing plate either by screwing/riveting or by continuous fillet weld. Hard chromium plated surface shall be entire curved surface of the convex steel plate mating with hard chromium plated concave sliding surface .The thickness of the hard chromium plating shall be at least 100 microns and the final surface roughness of the plated surface shall not exceed 3 microns. Bearing manufacturer shall give the guarantee for satisfactory performance of bearing for period specified.
-
-
-
Spherical Fixed Bearing
2
192701
96350.85
Spherical Free Float Bearing
2
166828
83414.41
Spherical Slide Guide (L) Bearing
2
232142
116071.19
Spherical Slide Guide (T) Bearing
2
221488
110744.07
Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
128
19968
156
Reinforced Cement Concrete of M30 Grade design mix for Approach Slab using ordinary Portland Cement. For Approch slabReinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
57.96
503034
8679
Total for Bill No.2A (Carried forward to Summary)
-
33015124
-
Description of Item
-
-
-
Supply and installing Casing pipe of MS sheet for bored piles as directed by the engineer.
-
-
-
For 1200 MM dia pile (MS sheet 6mm thick)
960
14721360
15334.75
Providing structural steel for super-structure complete as per drawing and technical specifications
1000
116117000
116117
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
55.2
94723
1716
Total for Bill No.2B (Carried forward to Summary)
-
130933083
-
Description of Item
-
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position Thermo-Mechanically Treated bars of grade Fe-500D
or more.
730.74
45861360
62760
a) Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications3d
108.5
9281090
85540
Total for Bill No.2C (Carried forward to Summary)
-
55142450
-
Description of Item
-
-
-
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH
specification).
1092
555686
508.87
Mastic Asphalt:25mm thick.
-
-
-
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm
1092
12503
11.45
Bituminous Concrete Grading -II with waste plastic (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
54.6
499650
9151.1
Construction of granular sub-base by providing close graded Material conforming to specifications, 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, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
10044
18688569
1860.67
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
11213.5
22007166
1962.56
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm
41118
470801
11.45
On bituminous surface @ 0.25kg/sqm
41118
312496
7.6
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatIons and directions of 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
-
-
-
(iii) Add extra to the Rate of Dense Bituminous Macadam with bitumen, if Bitumen Grade VG-40 is used instead of Bitumen Grade VG-30 in the items above. Cum @4% ( Rs.6951.67 / cum if VG-30 is used).
4708.6
34041906
7229.73
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Chargee.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH
-
-
-
(iii) Add extra to the Rate of Dense Bituminous Macadam with bitumen, if Bitumen Grade VG-40 is used instead of Bitumen Grade VG-30 in the items above. Cum @4%. ( Rs.7609.53 / cum if VG-30 is used).
1807
14300435
7913.91
Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88, lime + fly ash content ranging between 10 to 30%, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88 )
9600
1928160
200.85
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
120
653827
5448.56
Plain /Reinforced cement concrete in substructure complete as per drawing and technical specification.
-
-
-
M 35 grade of concrete With Batching Plant, Transit Mixer and Concrete Pump of Re panel
2632.5
13220415
5022
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.)
-
-
-
Facing elements of RCC
11990
15491080
1292
With reinforcing elements of synthetic geogrids
62250
42952500
690
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
7194
4496250
625
Back Fill for selected Granular Earth/clean gritty gravel filling behind abutments and wing walls with as per Specifications
163625
135645125
829
Painting of Crash Barrier and Hand Railing By applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.
3728
223680
60
Construction of RCC Open Drain as per drawings and specifiaction 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
1240
7260125
5854.94
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) A. by mechanical means
900
47790
53.1
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=750 mm)
128
729376
5698.25
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
(I) RCC Grade M30
-
-
-
With Batching Plant,Transit Mixer and Concrete Pump
52.65
264460
5023
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying priming coat of approved steel primer. GI Pipe.
1785.6
225235
126.14
PaintingTwo Coats on New Concrete Surfaces (Painting two coats after filling the surface withsynthetic enamel paint in all shades on new plastered concrete surfaces)
15583.4
1464839
94
Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.)
849.34
5219194
6145
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Hydraulic excavator (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meter
11620
70882
6.1
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)PCC M20 for Kerb (Cast in Situ)
2490
356070
143
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.)
622.5
37350
60
Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)
31
118172
3812
Supply, Erection, Testing and Commissioning of hot dipped galvanised, high mast system complete with all accessories, foundation, carriage arrangement suitable for LED luminaries symmetrically arranged & control gear boxes and lighting finial etc., twin dome aviation obstruction lights, control panel, multi core flexible copper conductor cable, connection to earthing system and fencing panel as per requirement:
-
-
-
25 Meter high mast system suitable for 9 to 12 nos luminaires.
2
868818
434409.32
Supply and Laying of 1.1kV grade LT XLPE insulated armoured, aluminium conductor cable, making good the damages, end terminations with aluminium crimping socket/ plugs, provisions of cable route markers, testing & commissioning etc. as required as per technical specifications:
-
-
-
4.0 Core 35 sq.mm
1500
817380
544.92
Pavement Markinng Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
1323
230202
174
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
3528
2194416
622
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class- C, type XI, Micro Prismatic retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, /4mm thick Aluminum composite Panel material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as section 12 of IRC 67.(Cautionary, Mendatory and information etc) AVG. 90cm equilateral triangle.
12
59304
4942
Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3)
2
158370
79185
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
4
8032
2008
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
70
72590
1037
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
40
21040
526
TOTAL VALUE FOR BILL No.7A (Carried forward to summary)
-
325723901
-
Description of Item
-
-
-
Providing Road Vehicle mentioned below for the use of Engineer/Employer as per the Conditions mentioned in Clause 3.4.2 & 3.4.3 of Chapter 3 (Site Facilities for the Employer and the Engineer) of Section 5 Work's Requirement) of Tender Documents. Note: The provisions of clause 12.3.1 (a) (ii) of Section 6 (GCC) of the Contract shall not be applicable for appropriateness of new rate for this item.
-
-
-
BOLERO, SCORPIO, ERTIGA, MARAZZO or similar
42
3056283
72768.64
Extra for running and maintenance of every additional km over and above 4000 kms as specified in item 9003 (b)
5000
80508
16.1
TOTAL VALUE FOR BILL No.9 (Carried forward to summary) =
-
3136791
-
Description of Item
-
-
-
Manufacture, supply, assembly, erection, commissioning and testing of Lifting Barrier assembly, having fragmented boom, boom light boxes with suitable gate lamps, bell, boom supports (stay wires) with adjusters, counter weight, pedestal and lock posts with foundation of ‘A’ type as required, turn-union wheel with brackets, balance and auxiliary weights clamps etc. to approved standard
drawing with all fittings and fastenings excluding fringes, complete with contractor's men, equipments and materials, as per specifications and as directed.
-
-
-
Above 6m and up to 8m long Lifting Barrier
1
290200
290200.19
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.
32
106767
3336.48
Piles with lateral load capacity of up to 50 ton
2
53545
26772.63
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.(a) Intial load test upto 50 ton capacity pile
1
60461
60461.63
Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor’s labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load.
-
-
-
For Span design load up to 100 MT
1
88985
88985.3
Extra for every increase of 1 MT or part thereof over 100 MT in the span design load capacity up to 800 MT
381.25
123410
323.7
TOTAL VALUE FOR BILL No.10.2 (Carried forward to summary) =
-
723370
-
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