Public Works Department Tender
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.
Costs
EMD
₹ 2,00,000Document Cost
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Contact
Tender Id
KPWD/2019-20/OW/WORK_INDENT102108Tender No
KPWD/2019-20/OW/WORK_INDENT102108Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://kpwd.karnataka.gov.in/
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Documents
BOQ Items
Aproach Road Behind Jetty
643.13
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Providng and fabricating and fixing 6mm thick MS Liner for pilies with stiffenters including Bending, Welding etc., and installing in position up to the specified level. KSRB M 1200-47 Providing steel liner 10mm thick for curbs and 6mm thick for seining of wells including fabricating and setting out as per detailed drawing complete as per specifications MORTH Specification No.1200 & 1900. (P.No.213 I.No.26.125 )
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For Pile
427.04
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Pile Cap
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For Bollard
5.65
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KSRRB 1100.1 : Bored / Cast-in-situ R.C.C. - 800mm dia. piles with OPC cement design mix M 30 @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with superplastisiser @ 3lts confirming to IS 9103-1999 reaffirmed-2008 excluding reinforcement as per drawings including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH / Chapter 12. (I.No.25.1.1 P.No.198)
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For piles
160
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Providing and Laying by tremie pipe design mix reinforced cc.M30 grade with 43 grade OPC @ 400 kgs. With 20mm and downsize graded granite metal, coarse aggregates @ 0.69 cum, fine aggregate @ 0.46 cum with superplasticiser @ 3 lts. Confirming to IS 9103-1999, Reaffirmed- 2008 for bored/cast-in-situ piles excluding the cost of reinforcement but including the cost of all materials, labour, HOM of machineries etc. complete as per drawing and technical specification.(DATA RATE)
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For piles
25
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Drilling, chiselling/bailing in hard rock upto the founding level and providing and placing M30 grade reinforced cement concreting by tremie pipe as per the drawing and/or as directed by the Engineer-in-charge of the work including cost of all materials, labour, lead and lift,HOM of machinery etc. complete as per specifications upto 1100 mm diameter piles (DATA RATE)
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KSRRB M2300-14. Supplying, fitting and placing TMT bar reinforcement in super structure complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 1600 (I.No.29.29 P.No.243)
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For Piles
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Main Bar
12620
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Stirrups @ 15cm C/C
1705
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Supporting ring@1.5m C/C
464.52
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For Pile Cap, Beam, Slab, Facia Wall
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At 150 Kg/Cum of I.No 7
25257.3
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For Precast Retaining wall
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Horizontal bars 12mm 45cm c/c
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Verticle bars 12mm
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For Bollard
1061.76
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For Stirrups
116.25
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For Anchor
908.64
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Mooring ring And Hook
75.84
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KSRRB M 2300-5.2 Furnishing and placing Reinforced / Pretressed cement concrete in super - structure as per drawing and Technical Specification M-30 grade complete as per Specifications. RCC grade M-30, case-1: Using concrete mixer MORTH specification MORTH specifications No.1500, 1600 & 1700 Height up to 5m. (P.No.235 I.No.29.10.1 SR of PWD Mangalore circle for the year 2015-16)
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B1
42.24
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B2
8.58
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B2
7.3
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B3
19.52
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Fender beam
19.8
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Screen wall
14.85
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Main slab
56.1
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KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 (P.No.17 I.No.4.34)
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Base
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B1
52.8
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B2
10.72
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B2
9.12
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B3
24.4
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Fender beam
16.5
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Screen wall
9.9
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Beam sides B1
34.2
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B2
30.24
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B2
13.68
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B3
10.2
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B3
34.2
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Fender beam
33
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Screen wall
42.9
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Deduct piles
-5.02
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KSRB 4-6.2: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 (P.No.16 I.No.4.29)
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Main slab
179.55
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Sides
13.2
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Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., complete. beyond 1.50 mtrs depth upto & including 3.00m depth. (Item No. 37.41.2 Page no 269)
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For Retaining Wall & for reclaiming
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KSRRB M2300-16: Providing and laying cement concrete wearing coat with OPC cement design mix M30 @360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed – 2008 including reinforcement complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 2702 (P.No.243 I.No.29.31)
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Wearing coat
21.04
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Dredging navigation channel / sand bar in Kundapura Kodi fishing Harbour from the existing ground levels or the levels specified in the prelevel drawings on the date of commencement of dredging to the levels, width slopes as specified in the drawing and as directed by the engineer in charge of work, in silt, sand, clay mixed with sand, pebbles and admixture there off, conveying and deposited the dredged materials in the reclamation area as directed by the Engineer in charge of the work from time to time using suitable dredger or small dredger boat mounted with dredging sand pump with mobilization an demobilization of dredger, floating and shore pipe line with all lead and lift including assembling the pipe line at site with all preparations for the commencement of the dredging work and demobilizing dredger, floater and other accessories from the site of work including clearing the site in all respect after completion of work etc., complete to the satisfaction of the Engineer in charge of work including hire charges of all machineries, cost of fuel, divers, labour and materials etc., and repairing the existing wharf if any damages happen during the operation etc., complete. for a depth of )-2.50)mt. with a tolerance of +0.30m. The prelevel carried out jointly or by the department shall be final computation of quantities
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Supplying and fixing old truck tyre fender of size 1000mmx500mm outer and inner dia respectively using with new 6mtr. length open link M.S.chain of 20mm dia with necessary D-shackle and cutting the new holes portion of tyre for inserting the chain with cost and conveyance of all materials, tools, hire charges of crane, gas cutting machine etc., complete.
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Dredging navigation channel / sand bar in Kundapura Kodi fishing Harbour from the existing ground levels or the levels specified in the prelevel drawings on the date of commencement of dredging to the levels, width slopes as specified in the drawing and as directed by the engineer in charge of work, in silt, sand, clay mixed with sand, pebbles and admixture there off, conveying and deposited the dredged materials in the reclamation area as directed by the Engineer in charge of the work from time to time using suitable dredger or small dredger boat mounted with dredging sand pump with mobilization an demobilization of dredger, floating and shore pipe line with all lead and lift including assembling the pipe line at site with all preparations for the commencement of the dredging work and demobilizing dredger, floater and other accessories from the site of work including clearing the site in all respect after completion of work etc., complete to the satisfaction of the Engineer in charge of work including hire charges of all machineries, cost of fuel, divers, labour and materials etc., and repairing the existing wharf if any damages happen during the operation etc., complete. for a depth of (-2.50)mt. with a tolerance of +0.30m. The prelevel carried out jointly or by the department shall be final computation of quantities
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KSRRB M400-7: Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (b) By Mix in Place Mathod For Grading-II Material (P.No.168, Sl.No.20.6.2 SR of PWD Mangalore circle for the year 2015-16)
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KSRRB M400-17: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specifications including pre mixing the material with water at OMC Mechanical mix plant carriage of mixed method of tipper to site, laying in uniforms layers with paver in base / sub base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per specification MORTH Specification No. 406 (P.No.170, Sl.No.20.18 SR of PWD Mangalore circle for the year 2015-16)
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KSRRB M600-6: Construction of unreinforced plain cement concrete pavement, thickness as per design, over a prepared subbase with OPC cement of any ther type as per clause 105.2.2 M30 , with 25mm and down size graded granite metal course aggregate and fine aggregate with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008, mixed in a concrete mixure or not less than 0.6cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work, (Steel channel, laying and fixing of 125 micron thick polythin film, wedges, steel plates including leveling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expantion, construction and longitudinal joints, joint filters, separation membrane, sealent primer, joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per specification M30 (At 360Kg/Cum course aggregate at 0.69cum and fine aggregates @ 0.46cum (P.No. 174, Sl.No.22.6.1 SR of PWD Mangalore circle for the year 2015-16)
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For Road
60
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For Bollard
5.65
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Asst. Engineer
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