Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Eprocure
Opening Date29 Jul 2020
Closing Date18 Aug 2020
Tender AmountRefer Documents
Costs
EMD
₹ 27,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_ChPT_574068_1Bid Award Id
ViewTender No
T/WMA1/12 /2020/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
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Documents
BOQ Items
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4.Providing and laying Plain cement concrete of mix 1:1.5:3 mix in volumetric proportion (1cement :1.5 crushed stone sand : 3 hard granite graded stone aggregate of 20 mm graded down to 12mm size ) in panels of size 2mx4.50m or any other suitable dimensions as directed as top layer of finished average thickness 300mm including providing necessary contraction / expansion joints as shown in the drawing and laid with proper slope and levels to match with the existing road level and wherever required all as per relevant specifications and as directed at site of work including shuttering, mixing, transporting, placing, vibrating with screed vibrator, curing etc., including all labour, cement and other materials, tools, equipments, plants, fuel, etc., complete. .
90
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5.Providing and laying cement concrete for RCC works of mix 1:1½:3 in volumetric proportions (1 Cement: 1½ crushed stone sand: 3 hard granite graded stone aggregate of 20 mm graded down to 12mm size) for Kerb wall and wherever necessary including providing necessary holes to drain the water from the road all as per relevant specifications, drawings and as directed at site of work including shuttering, mixing, transporting, placing, vibrating, curing including all labour, equipment, materials, tools, plants, fuel, etc., complete. Note:
(Fabrication of steel will be measured and paid separately under relevant item)
7
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6. Preparing the exposed surfaces of kerb wall and providing plaster in cement mortar 1:3 (1 cement: 3 crushed stone sand) 12 mm thick to the required finish, curing etc., including all labour, materials, tools, equipments, etc., complete.
60
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7(a).Providing and fabricating the MS bars and placing in position as dowel bars for expansion joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete. Dowel bar(16mm dia. MS bars) for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary cap / sleeve and cotton waste all as shown in drawing and as directed at site.
30
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(b).Providing and fabricating the HYSD (Fe415/500) TMT bars, as tie bars for longitudinal joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete. Note: Payment for drilling and fixing in position of tie bar with the existing concrete road portion using anchor resin (HILTI RE 500 or equivalent) will be measured and paid under item no.9
210
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8. Supplying, transporting, fabricating and placing in position of HYSD (Fe415/500) TMT steel bars as reinforcements for all RCC works wherever required including all handling, cutting, bending and tying with 1.25 mm dia black annealed steel binding wire all as per relevant specifications, drawings and as directed including all materials, labour, tools, equipments, etc., complete.
Note: 1.The rate shall be inclusive of the cost of steel, binding wire and fabrication charge etc., complete. Binding wire will not be measured for payment purpose.
380
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9. Fixing of HYSD (Fe415/500) TMT bars as Tie bars 12mm dia @ 600mm c/c as shown in the drawing including drilling the existing concrete road portion as specified or as directed at site, fixing the tie bars in position in drill holes using anchor resin (HILTI RE 500 or equivalent ) as per manufacturer’s specification and as directed to suit the site requirement including all materials (except tie bars) labour, tools, equipment, plants, transport, fuel etc., complete.
Note:
Providing and fabricating the HYSD (Fe415/500) TMT bars, as tie bars for longitudinal joints will be measured and paid separately under item no.7(b).
400
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10. Supplying and laying impregnated bitumen pad of 20mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars as directed including all labour, materials, tools, equipment etc., complete. Note: 1.The rate shall include making necessary holes in the pad for fixing the same into the dowel bars. 2.The joint filler shall comply with IS 1838 - 1983 or its latest edition.
2.6
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11(a)Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 – 1984 (or its latest edition) for longitudinal joints, contraction joints and for expansion joints as per details shown in the drawing, including painting the edges of the joint with an approved primer all as specified and as directed at site of work. including all materials, labour, tools, equipment, fuel, etc., complete.
(a) For expansion joint
8
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(b) For Contraction / Longitudinal joints
307
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12.Preparing the surface of kerb wall and applying two coats of Acrylic co-polimer emulsion exterior paint (Asian or equivalent) of approved colour over a coat of ACE primer exterior and to give an even shade, all as directed including all materials, labour, brushes, tools, equipments etc., complete.
60
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13. Loading, transporting the concrete blocks available in various size retrieved from concrete road cut portion near DP world entrance gate and anywhere at site and placing in position properly at unloading site within a lead of 2KM all as directed at site of work including all labour, tools, transport, fuel, machineries, crane, equipments, etc complete. Notes: Note: Payment will be made based on loading and unloading blocks numbers only.
45
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14. Loading, transporting, dumping and leveling the surplus earth in the low lying areas nearest to the site of work within a lead of 2KM all as directed at site of work including all labour, tools, transport, fuel, equipments etc complete. Notes: 1).The tenderer shall maintain trip sheets in triplicate in Trust’s approved format at his own cost for the quantity of surplus earth transported. 2) Payment will be made based on the lorry cubical content. However, the final quantity will be restricted to actual excavated quantity of earth.
3). 20% voids shall be deducted for earth.
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200
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