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 Date21 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 19,91,58,683
Costs
EMD
₹ 39,83,174Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Rob On Davha Sayki Road Lc No 08 Km. 830.246 On Btbr Urr Section Along With Service Road Drains Etc In Yard Adjoining To Rob In Connection
Description
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Contact
Tender Id
2024_IPRCL_215631_1Tender No
IPRCL/Mum/Projects/WCL/ROB/MKDTender 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
Cutting down trees including trunks and branches with girths and stacking the materials neatly with all lifts as dircted and earth filling in the depression / pit if any. As per MORT&H 201
10
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Dismantling of Flexible Pavements and disposal of dismantled materials , stacking serviceable and unserviceable materials separately. Spec No. MORT &H 202
2419
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Excavation for foundation earth, soils of all types, sand gravel including shoring and strutting as necessary and disposing off excavated stuff including dewatering if seperately provided,as directed etc. complete Spec. No.: BR.3 Page No. 102, BR -3,pg no.113/2012
5708
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Earthwork in excavation by mechanical means (Hydraulic excavator) in rock in cutting, in formation, Foundations, pilecaps, Re wall ,trolley refuges, side drains, yard drains, catch water drains, etc. including leading usable cut spoils up to 200 M and making formation in filling using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the engineer, and top and side dressing and compaction of cutting formation to provide final formation as per designed profile. The rate shall include compaction of cutting formation and initial compaction of sub-soil where cut-spoils are used in filling. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately.
270
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Providing and filling annular space around footing in rock by using concrete of M20 grade etc. complete.
62
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Providing & laying in situ PCC M20 cement concrete of trap/granite/quartzite/gneiss metal below foundation, pile cap, approach slab including necessary bailing out water, compacting and curing (excluding dewatering by pump)..Spec. No.: M.O.R.T & H - 1100, 1700
208
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Providing and laying in position machine batched. Design Mix Cement Concrete M35 grade(Cast in situ) using 20mm graded crushed stone aggrgrate and coarse sand of approved quality in RCC open foundation and pile cap including finishing, using Admixtures in recommended proportion (as per IS 9103),if approved in Mix design to concrete and/or improve workability without imparing strength and durability complete as per specification and directions of the Engineer in charge, payment for cement,reinforcement and shuttering shall be paid extra.
192
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Providing and applying approved quality coal tar epoxy paint in three coats for surface of pier, foundation, pile cap, pier, abutment below ground level;. including cleaning surface, scaffolding etc. complete Spec. No.: MORT&H 1600
367
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Providing and laying in situ cement concrete of- M40 trap / granite / quartzite / gneiss metal for R.C.C. piers with vertical and horizontal diaphragram having neat and smooth finish, centering, shuttering, scaffolding compaction by vibrating and curing complete. Hfor full height. (excluding reinforcement) with Batching plant and RMC. Spec. No.: BR-24 Page No.-137 MoRT&H, cl.1500, 1700 & 2200.
153
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Providing and laying in situ controlled M35 of trap/granite /quartzite/gniess metal for , R.C.C.caps over piers and abutments with dirtwall, bracket including necessary sacffolding,formwork, compacting by vibrating,finishing and curing etc. complete (excluding reinforcement) with Batching plant and RMC. Spec. No.: BR-26 Page No.-139
84
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Providing and laying in situ M45 of trap/granite/quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, formwork, compaction by vibrating, finishing and curing etc. complete (excluding reinforcement) with Batching plant and RMC. Spec. No.: BR-38 Page No.-149
49.39
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Supplying,fitting and fixing in position, true to line and level POT- PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTEE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, Sections 9.1 & 9..2 and clause 2006 of MoRTH specifications complete as per drawing and approved technical specifications.Spec. No.: MORT & H - 2000 & 2200
1350
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Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and technical specifications and BS:5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MORTH specifications. Spec. No.: MORT & H - 2000 & 2200
1350
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Providing and cutting bending, hooking, laying in position and tying Mild steel / HYSD / TMT bars for reinforcement as per detailed drawings for R.C.C.work. Spec. No.: BR.28, 37 Page No. 141, 149 MORTH - 1600
252
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Providing and applying cement based painting two coats over required coat of primer to the exposed superstructure, concrete surface, including cleaning & preparing the surface, watering for 2 days including cost of material, machinery, scaffolding, equipment, labour etc complete
2485
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RATE ANALYSIS ITEM NO
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Supply ,Fabrication & Launching of steel girder spans including its components (Stiffeners, Bracings, Splices, Studs etc.) as per the approved drawings for composite construction of superstructure of the Road Over Bridge with contractor’s own Steel confirming to IS: 2062 Grade 250(B) with all welds, HSFG Bolts, nuts bolts, rivets etc. with contractor’s own materials, fabrication, machinery, templates, fixtures, equipments tools and plants transportation, skilled/unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications. The rate is inclusive of transportation of fabricated girder parts to site by contractor’s own means at his cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly.
167
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.After fabrication in workshop first primer coat zinc chrome yellow(IS: 104 latest revision) will be applied to all parts except flooring system. The 2nd primer coat of zinc chrome red oxide IS:2339 will be applied on the girder parts to the site with the contractor's paint and primer of approved quality.(Attached notes applicable to this item).
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(The Structural Steel to be used Should be manufactured by SAIL/RINL/TISCO /ESSAR/JINDAL Only.) Work has to be done as per drawings and specifications approved by Railway. High quality superior brand of paint should only be used. For Painting, prior approval for superior brand / make of the paint should be taken from engineer in charge. Note: 1. The fabrication of girders must be got done from RDSO approved firms only. 2. The rate is inclusive of assembly of girder with service bolts as per approved drawing in shop for checking by Engineer's
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representative and dismantling the same after checking for transportation to the site. 3. Weight of HSFG bolts, Rivets, Welds shall not be considered for payment. Nominal weight of the girder spans including its components (Stiffeners, Bracings, Splices, Studs etc.) as per drawing will only be considered. for payment.
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Assembling, Welding, Erecting, Bolting by HSFG bolts, riveting if any as per approved drawings and Launching of girder spans including its components on running line / Non- Running line /Running electrified line / under block period with the help of road crane of required capacity as per Railway’s approved drawings & Scheme with other ancillary steel structures fixed to the
girder, where necessary, in proper level
-
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and alignment and as per technical specifications. The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements required for assembly, erection and launching of girders. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before/after their assembly. Work has to be done as per drawings and specifications approved by Railway & IPRCL.
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Note: Weight of HSFG bolts, Rivets, Welds shall not be considered for payment. Nominal weight of the girder spans including its components (Stiffeners, Bracings, Splices, Studs etc.) as per drawing will only be considered for payment. Launching of Steel girder spans Launching of Steel girder spans including its components on running line /Running electrified line / under block period with the help of road crane of required capacity as per Railway’s approved drawings with other ancillary steel structures fixed to the girder where
necessary in proper level and alignment
and as per technical specifications.
-
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Launching of Steel girder spans including its components on running line /Running electrified line / under block period with the help of road crane of required capacity as per Railway’s approved drawings with other ancillary steel structures fixed to the girder where necessary in proper level and alignment and as per technical
-
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Metalizing girder/girder components such as cross girders, top chord channels, bracing etc. of Steel Girder as directed by Engineer with aluminium spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B 1179 code (latest alteration) including one coat wash primer (IS-5666) one coat zinc chrome primer (IS-104) and two coats of aluminium paint (IS-2339) with approved paint conforming to IS specification for fabrication & erection of steel girder bridge (RS B 1-79) as corrected up to date with contractor's own materials, tools, plants labour, loading/unloading, transportation, handling, re-handling if any including all lead, lifts, crossing of track/ obstruction etc. complete in all respect and as per direction of Engineer incharge .
-
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Providing and casting special grade M45 in controlled cement concrete of specified strength for RCC concrete work for Deck slab etc. including centering & scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (excluding reinforcement) .Spec. No. BR-38 Page No.135,MoRT&H-1500&1700
94
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Providing and casting special grade M45 in controlled cement concrete of specified strength for RCC concrete work for solid slab etc. including centering & scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (excluding reinforcement) .Spec. No. BR-38 Page No.135,MoRT&H-1500&1700
82
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Providing and laying of a strip seal expansion joint catering to maxi mum horizontal movement upto 70 mm, complete as per approved drawing and standard specifications to be installed by the manufacturer/ supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation.) Spec. No.: MORT & H - 2600, 2607
38
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Providing and fixing G. I. pipe drainage water-spouts complete as per drawing and technical specification (0.6m length) including M.S.grating 260mm x 260mm. as sprcified in MORT&H 2705
35
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Supplying & providing controlled RCC M40 in crash barrier including centering formwork compaction curing including reinforcement 100 mm with PVC pipe and accessories all complete as per drawing and Technical Specification.(including reinforcement)
526
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Providing M40 grade RCC Friction slab excluding reinforcement and formwork complete as per drawing and technical specification as per 14.11 1500,1600, 1700 & 2704.
545
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Providing M40 grade RCC approach slab excluding reinforcement and formwork complete as per drawing and technical specification as per 14.11 1500,1600, 1700 & 2704.
18
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RATE ANALYSIS ITEM NO
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Supplying & providing controlled RCC M40 in Parapet including centering formwork compaction curing reinforcement 100 mm with PVC pipe and accessories all complete as per drawing and Technical Specification.(including reinforcement)
14
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Providing & laying in situ RCC including form work Using batching plant of M30 grade, of trap/granite/quartzite/ gniess metal for R.C.C work like kerbs, box returns etc complete including scaffolding, centering formwork, compaction, finishing and curing etc.complete (Excluding reinforcement) With Fully Automatic Micro Processor based PLC with SCADA enabled Concrete Batch Mix Plant {PAN Mixer) Spec. No.: BR-38 Page No.-149
60
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RATE ANALYSIS ITEM NO
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Reinforced Earth Retaining Wall (Reinforced Earth retaining wall is having following main component
1. Excavation for foundation, foundation concrete (CC grade M20) with cement concrete grooved
seating in foundation for facia panel.
2. Facia panel in concrete grade M35 and reinforcement FE 500D with hooks, tackles and placement thereof.
3. Assembling & joining with non- oven geotextile at facial panel joints with facia elements and laying of the PP Geosynthetic reinforcement
element along with 600mm thick filter media conforming to the specifications and in accordance to the design as approved.
4. RCC coping (M 35) at top of facial panel and levelling pad (PCC M15) at bottom facia panel as per approved layout.
5331
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Earthwork in filling in Embankment Fill and Prepared Subgrade of formation including guide bunds, around buried type abutments, bridge approaches, trolley refuges etc using contractor's earth of approved quality as per RDSO guidelines for design /Construction of formation on Indian Railway track issued vide letter no. RS/G/108/Heavy Axle Load dated 26.10.2016 (using A/B1/B2 group soil (with CBR value of 5 or more generally but not less than 4 in isolated cases) or C group soil (with CBR value of 3 or more generally but not less than 2 in isolated cases) compacted at 97% of MDD in Embankment Fill and using A/B1/B2 group soil with CBR value of 7 or more generally but not less than 6 in isolated cases compacted at 98% of MDD in prepared subgrade), procured from outside railway land including site clearances, setting out and demarcation, benching, initial compaction of subsoil after levelling the surface after site clearance, spreading loose earth in layers of maximum 30 cm thickness using grader
18340
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Providing and laying Pavement Quality Concrete M-40 grade (cast in situ) of trap metal including providing 125 micron thick impermeable plastic sheet membrane over the surface to be covered,coarse and fine aggregates of specified gradation using minimum cement content of 350 kg/cum., approved admixtures, mixing as per the design mix to the specified workability, providing necessary side forms,rails and guidewires,transporting the mix with transit mixers and laying and spreading within fixed form by mechanical auger and compacting with plate vibrator and minimum ten needle vibrators,curing with approved resin based aluminised reflective curing compound and covering with moist hessian or ponding and sprinkling of water for a minimum period of 14 days, Providing and fixing dowels, tiebars, cutting joints, joint-fillers, sealants and all types of joints and finishing to the desired surface texture including all material, labour,machinery with all leads and lifts etc complete. Spec. No.: MORT&H 602
1361
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Providing and laying in situ Dry lean cement concrete 150 mm thk sub-base of trap metal of specified gradation using ,mixing as per approved design mix in RE wall Portion & Road portion, compacting with vibratory roller of minimum 80-lOOKN static weight to give desired compacted density,providing construction joints,and curing with liquid curing compound and sprinkling water, and covering with moist hessain or ponding of water for 7 days including all materials,labour,machinery with all leads and lifts,bailing out water manually,and formwork etc complete. Spec. No.: MORT&H-601
681
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Providing, laying, spreading and compacting of granular sub-base RE wall portion & Road Portion by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor on prepared surface and ompacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion. Spec. No.: MORT&H-401 (grading II)
2162
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Earthwork in filling in Embankment Fill and Prepared Subgrade of formation for slip roads including guide bunds, around buried type abutments, bridge approaches, trolley refuges etc using contractor's earth of approved quality as per RDSO guidelines for design /Construction of formation on Indian Railway track issued vide letter no. RS/G/108/Heavy Axle Load dated 26.10.2016 (using A/B1/B2 group soil (with CBR value of 5 or more generally but not less than 4 in isolated cases) or C group soil (with CBR value of 3 or more generally but not less than 2 in isolated cases) compacted at 97% of MDD in Embankment Fill and using A/B1/B2 group soil with CBR value of 7 or more generally but not less than 6 in isolated cases compacted at 98% of MDD in prepared subgrade), procured from outside railway land including site clearances, setting out and demarcation, benching,
2057
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Providing and laying design mix (approved by Engineer) Dense Bituminous Macadam of 125 mm thk on prepared surface with specified graded crushed aggregates as per Table 500- 9, 500-10 with bitumen binder set for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 505 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, with Bitumen VG- 30@ 4.50 %, lime filler@ 2% (percent by weight of total mix) Spec. No.: As directed by Engineer-in-charge
515
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BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1,premixed with bituminous binder @ 5.20 percent by weight of total mix and filler,transported to site with VTS,laid over a previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen,Excluding prime/tackcoat.For Bitumen of specified grade--USING Batch mix type hot mixplant with ,Sensor Paver,Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
165
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502).
4113
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Providing and laying bituminous tack coat, @50 kg / 100 sqm. by manual/mechanical sprayer including supplying all materials,preparing the existing surface, heating bitumen and applying tack coat evenly on the surface etc. complete. (using 60/70 grade)
Spec. No.: M.O.R.T & H - 503
2275
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Excavation for drainsearth, soils of all types, sand gravel including shoring and strutting as necessary and disposing off excavated stuff including dewatering if seperately provided,as directed etc. complete Spec. No.: BR.3 Page No. 102, BR -3,pg no.113/2012
1201
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Providing & laying in situ PCC M15 cement concrete of trap/granite/quartzite/gneiss metal below RCC drain including necessary bailing out water, compacting and curing (excluding dewatering by pump)..Spec. No.: M.O.R.T & H - 1100, 1700
93
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Providing and laying in situ M30 grade of trap/granite/ quartazite/ gneiss metal for RCC work like drains etc complete including scaffolding centering, formwork, compaction, finishing and curing etc complet excluding reinforcement
604
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Proving and laying Dense Bituminous Macadam (DBM) for wearing course over bridge deck using crushed aggregates of grading 2, pre mixed with bituminous binder VG-30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for specified compacted thickness. USING 80T PH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler.
24
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BITUMINOUS CONCRETE:-Providing and laying bituminous concrete over deck slab using crushed aggregates of grading1,premixed with bituminous binder @ 5.20 percent by weight of total mix and filler,transported to site with VTS,laid over a previously prepared surface,finished to the required grade,level,alignment,and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen,Excluding prime/tackcoat.For Bitumen of specified grade--USING Batch mix type hot mixplant with ,Sensor Paver,Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
12
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Providing and laying of hot applied thermoplastic compound 2.50 mm thick Yellow / White including reflectorising glass beads @250 gms.per sqm area,thickness of 3.00mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level,uniform and free from streaks and holes etc.complete with 3 years guarantee. Spec. No.: MORTH CI.803 Page 388/2012
667
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Painting to coat after filling the surface with synthetic enamel paint in all shades on new concrete surfaces of Anticrash barrier & kerbs complete as specified in data book 8.8, Morth 803.
1529
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Providing and Fixing of Retro Reflectorised 600mm Mandatory sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC 67: 2012 & Type XI standards of ASTM 04956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3.6 mtr height, firmly fixed to the cash barrier by proper plate and bolts or ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm, 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Mandatory boards of 60 cm Diameter. Spec. No.: IRC-67 of 2012
5
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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3.5 mtr height, firmly fixed to ceash barrier by baseplate and bolts or to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 90 cm Diameter.Spec. No.: IRC-67 of 2012
5
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Providing & fixing Road junction / Information sign boards of size Board size 1.20 x 0.90 metre. prepared fibre reinforced plate 4.0 milimetre thick on frame of 40 x 40 mm angle with support of 40 mm m.s. patti of 6.00 mm thick for strengthening including bonded with blue retroreflective sheeting of Engineering grade having preasure sensitive/heat activated adhesive retroreflective with as per directed colour withretroreflective symbols, letter, numbers, arrows with two m.s. angle post of 65 x 65 x 6 mm size and 3.65 metre long in one pieces with out joint inflow at bottom and drilled on top with bracing of 40 x 40 x 5 mm m.s. angle and painting with white and black border of 25 mm., fixing boards on post with including transporation fixing in 1:4:8 cement concrete block of 60 x 60 x 75 cm. size at site etc. complete. (The work to be executed with prior approval of Engineer in charge.)
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