Infrastructure Development Ports And Inland Water Transport Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
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Contact
Tender Id
IDD/2022-23/OW/WORK_INDENT51Bid Award Id
ViewTender No
IDD/2022-23/OW/WORK_INDENT51Tender Authority
Infrastructure Development Ports And Inland Water Transport Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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Providing and laying Nylon bags of approved quality filled with 50-60 Kgs. of available sand and machine stiched on woven polypropylene multi filament yarn geosynthetic mat for specified thickness as per approved design drawing to the required formation, grade and level as shown in the drawing etc. complete. with all other incidental charges for successful completion of work as per the direction of Engineer-in-charge of work. (Air Port and Port SR 2021-22 ,Sl.No 10, V-VII )
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sand bags for sides
1296
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Drilling/ Chiselling/ Bailing in Hard Rock for length shown in the drawing up to the foundation level or as directed by the Engineer based on the site requirements and specifications and providing and placing M35 grade concrete by tremmie including the cost of all materials, labour, HOM of machinery with all lead and lift etc., complete as per the specifictions excluding reinforcement and as directed by the Engineer-in charge of work upto 1000 mm diameter piles(Air Port and Port SR I No 4.1 V-VII )
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Providing and placing in situ reinforced cement concrete of M35 grade using tremie pipe for diaphragm wall / Anchor wall of Specified thickness including Boring / Excavation through all strata except hard rock to the specified depth using mechanical equipments including charges towards retaining the sides from collapsing using bentonite mud circulation, disposing of the excavated materials etc. including the the cost of lowering the reinforcement cage but excluding the cost of reinforcement, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work.( Up to -10.00 m level with respect to Chart Datum) - For 800mm thick Diaphram / Anchor Wall ( Aproved Data Rate)
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Diaphragm wall
2940
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Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) do -M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Sl.No.2.2.1.1, Page No. 15, Vol. -I )
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Guide wall
132.3
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Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. -do- Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately) (Sl.No.2.1.2 , Page No. 15, Vol. -I )
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Dead man bed
9.45
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Bed for MS Rod concealed in RC hume pipes
75.6
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Providing and laying 300mm diameter open jointed hume pipes with collars in rock -toe for drainage including cost of all materials , machinery, labour etc ., complete with all lead and all lifts. ( I. No. 2.43, WRD 2021-22, Vol. -IV, page No. 30)
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Supplying fitting & placing TMT Fe 550 bar reinforcement to super structure complete as per Specifications (Sl.No. 14.1, Page No. 103 (Corrigendum)
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For Piles
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Main Bar
144518.4
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Stirrups
37378.56
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Supporting ring
7144.13
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For Diaphram wall 140kg/cum as per Item No. 5 (2940.00sqm*0.8)= 2352.00cum
329280
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For Guide wall 30kg /cum, as per item No.6
3969
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For super structure 140kg /cum, as per item No.14
519941.8
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Providing Fusion Bonded Epoxy Coating(FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar: Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) do - 25mm dia bars (Sl.No. 14.11,MORTH Spec. No. 1600, Page No. 104, Corrigendum ,Vol. -III )
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Main Bar for piles Qty as per Item No. 9
144518.4
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Providing Fusion Bonded Epoxy Coating(FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar: Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) do - 20mm dia bars (Sl.No. 14.11,MORTH Spec. No. 1600, Page No. 104, Corrigendum ,Vol. -III )
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For Diaphragm wall, Qty as per Item No. 9
329.28
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Providing Fusion Bonded Epoxy Coating(FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar: Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) do - 16mm dia bars (Sl.No. 14.11,MORTH Spec. No. 1600, Page No. 104, Corrigendum ,Vol. -III )
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For Super structure , Qty as per Item No. 9
519941.8
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For Supporting ring for piles, Qty as per Item No. 9
7144.13
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Providing Fusion Bonded Epoxy Coating(FBEC) to TMT Bars as per IS:13620-1993 specifications for a thickness of 175micron & permissible variation of 50micron including testing of coating. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a)Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) Continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every 20t for each size. d) For testing adhesion of coating, samples shall be selected from a ch size according to the frequency given as: For all types of bar: Minimum 1 for every diameter or as directed by engineer in charge. (The item is to be operated with prior approval of Superintending Engineer) do - 10mm dia bars (Sl.No. 14.11,MORTH Spec. No. 1600, Page No. 104, Corrigendum ,Vol. -III )
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For Stirrups for piles, Qty as per Item No. 9
37378.56
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Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) -do- M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Sl.No. 2.5.4, Page No. 17)
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Crane Beam
560
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Longitudinal Edge Beam
80
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cross beam
560
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Main slab
1320
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fender block
148.75
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Pile cap
74.88
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Front water side piles
37.44
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duct cover slab
24
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service gallery bottom slab
80
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For Dead man
163.8
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Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. -do- M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork to be paid separately) (Item No.2.4.4 Page No.17)
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For Block wall North side
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RL +3.70 to +1.50
851.4
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RL +1.50 to + 0.40
473
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RL +0.40 to -0.30
331.1
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South side
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RL +3.70 to +1.50
594
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (Sl.No. 14.3, Page No. 103)
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Wearing coat
300
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Providing and fixing in position 200mm outer dia stainless steel mooring ring using 25mm dia bars including welding with electrodes, fixing the same to the stainless steel eye hook cut out of 25mm dia bar fixing on the Jetty Main Beam as per approved drawing and directed by the Engineer, the stainless steel shall be of suitable grade and specification as required for marine conditions. with all leads and lift etc., complete as per the direction of Engineer in charge of work. (Aproved Data Rate)
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Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work. (Sl.No. 1.8, Page No. 7)
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For Piling & Diaphragm wall Platform
33210
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Block wall south
528.9
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Block wall North
252
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backup area
5400
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Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work do -In all kinds of soils Depth upto 3.00m ) (Sl.No. 1.14.1, Page No. 8, Vol. 1 )
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Around
33210
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Providing and laying Pitching 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. A) Stone/ Boulders (Sl.No. 16.4, Page No.111 V-III )
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Filter layer
100.8
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. -do- Boulder Laid Dry Without Wire Crates. (Sl.No. 16.1, Page No. 111)
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For Bed
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North
361.2
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Slope edge
76.97
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South
216
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Slope edge
53.7
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Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-For Grading -V Material (Sl.No. 4.1, Page No. 19)
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back up area
2400
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For aproach road
360
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming 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/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (Sl.No. 6.1, Page No. 43)
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backup area
3000
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For aproach road
150
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Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (Sl.No. 6.2, Page No. 43)
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For aproach road
280
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Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete( It No. 1.11, page no. 7)
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back up area
600
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Sl.No. 3.6, Page No. 15)
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For aproach road
60
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Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for e manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30MPa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed (average thickness) and compacting with plate nd vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.(Sl.No. 9.32, Page No. 64, as per Corrigendum-2 ,Volume -II))
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backup area
12000
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Providing and Fixing Mild steel Plates to Tie Rod of 63mm dia for Deadman- 300mm x 300mm x 20 mm( It No. 362, Page No. A-23, V-II)
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For 20mm Thick M. S. Plates
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for
2967.3
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Supplying fitting & placing Mild Steel bar reinforcement to super structure complete as per Specifications (2nd Quarter Issue Rate Dated 07-07-2022)
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Tie rod for deadman
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For
45183.6
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Assistant Engineer
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