Corporation Of Chennai Tender
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Corporation Of Chennai Tender
Eprocure
Opening Date10 Nov 2018
Closing Date16 Nov 2018
Tender Amount₹ 3,27,00,000
Costs
EMD
₹ 3,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CoC_111391_1Bid Award Id
ViewTender No
Br.D.C.No.B3/0577/2018Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
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Documents
BOQ Items
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Supplying and erecting centering for sides and soffits including supports for plane surface in foundation and basement for RCC coloumn footings,pintol blocks,plinthbeam, staircase step etc.
530
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Supplying and placing of Ready Mix M15 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including curing, finishing etc as directed by departmental officers
325
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Supplying and placing of Ready Mix M20 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including curing, finishing etc as directed by departmental officers
135
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Supplying and placing of Ready Mix M25 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including curing, finishing etc as directed by departmental officers
525
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Supplying and erecting centering for sides and soffits including supports and strutting upto 3m high for plane surface such as RCC coloumn top and bottom slab of boxing etc.complete
2400
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Supplying and fabricating RTS / TMT STEEL rods including cutting, bending hooks, cranking, fabricating, assembling and laying in exact position,typing with soft steel wire 16 gauge ,etc., complete conforming to BIS std.
124400
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Supplying and erecting centering for sides and soffits including supports and strutting upto 3m high for plane surface such as RCC slab ,rectangular beams, TEE or Lbeams,lintels,bedblocks,staircase waists and landing slabs etc.complete.
150
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Supplying and erecting centering for sides and soffits including supports and strutting upto 3m high for plane surface such as asside slabs of RCC boxing and similar vertical RCC Slab etc.,
420
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Strutting to centering of reinforced cement concrete slabs or Plane surface including structting upto 3m height
400
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Strutting to centering of reinforced cement concrete work forevery additional 1m.height or part there of over the initial 3mheight but not less than 30cm
1400
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Supplying and placing of Ready Mix M30 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including transport
1350
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Plastering with cement mortar 1:4 (1 cement and 3 river sand) 12mm thick including curing etc. complete
380
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Painting two coats of Ready mixed emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt etc. complete and including necessary plaster paris putty etc. wherever required.as per (ISI STD)
380
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Providing two legged scaffolding using 15cm dia casuarinas post of 4M over length (3M height + 0.5M Projection + 0.5 M into the Ground) the distance between the two rows being 1.25M and the spacing of posts being 2.0 M in both the rows with two horizontal posts with 0.5 M. Overlap on either side and braces at2.0 M center to center including longitudinal andtransverse middle braces to step up and providing aplatform with country wood planks of 40mm thick and1.M width, etc. in a complete from using coil andnails.(Rate for an initial height of 3 M and length of 1 M)
60
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Earth work excavation for foundation in all kinds of soils invarying depths including dismantling any masonry or roots met with in foundation shoring with planks and baling water if necessary clearing levelling the site etc.complete with initial lead of 10m and a lift of 2m
7500
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Extra lift for earth work excavation for every additional 1m or part there of over initial lift
4100
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Supplying and Fixing Pre-moulded bituminous expansion pad 25mm thick including cutting to proper shape, cost and conveyance, fixing in position in where suitable opening have to be cutout on the pad so as to seat in position and all other charges etc., complete wherever necessary.
720
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Providing wearing coat 75 mm thick average with Vibrated Reinforced controlled Ready Mix cement concrete M30 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height, laying , compacting ,providing cover blocks, finishing smooth the surface, including screed vibration charges,using power trowel for dewatering, curing concrete all other tools and plants employed and all other incidental charges etc., complete Machine Cutting Grooves of depth 20mm and with polysulphide pavement grade filler Materials 42 P pouring grade conform to BS 5212(part 2) approved by Department and all other incidental charges etc., completed as confirming MoRTH Specifications ( Excluding cost and fabrication charges of steel and form work) ( Source :MoRTH- Standard data book for analysis of rates,First revision, Page - 492 & 344 Case-II )
635
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Providing and applying of CPCC Protective Coating (Cement - polymer Composite Coating ) at site to reinforcing steel comprising removal of rust by sand blasting of steel, application of CPCC Primer and CPCC sealing coat complete as per standard specification of Central Electro chemical Research Institute and technical specifications mentioned in 1600, 111 and 112 of MORTH.The application shall be done by authorized licensee of CECRI and as per the dircetions of Engineer- in-charge for all reinforcement involved in the RCC works including all materials, Labour, tools and tackles etc complete and as directed by Engineer.
124.4
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Construction of granular sub-base 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 grader on prepared surface and compacting with vibratory power roller to achieve the desired density for Grading – III material (Bottom Layer if thickness more than 300 mm).
600
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Providing laying, Spreading and compacting Graded Stone aggregates to Wet Mix macadam 250 mm thick specification including premixing the material with water at OMC in Mechanical Mix Plant Carriage and transporting the mixed material by tipper to site, laying in uniform layers with pavers in sub base/basecourse on well prepared surface and compacting with vibratory roller to achieve the desired density, etc.,including cost of material,labour charges,rentls for machinery,fuel and all other incidental charges .Complete as per clause 406 of MoRT& H Specifications.(COMPACTION BY VIBRO MAX ROLLER IS A MUST)
600
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Laying and spreading available soil in subgrade on the prepared surface.Pulverising ,mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content 70 percent CaO,Grading with motor grader and compacting with road roller at OMC to the desired density to form a layer of improved subgrades as per clause 402 of MoRT&H Specification by mechanical means
5050
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Supplying of PVC Pipes 110mm dia with ISI monogram(working pressure 4kg/cm2)
25
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Desilting of Storm water Drain
830
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