Harbour Engineering Department Tender
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Harbour Engineering Department - HED Tender
Eprocure
Opening Date25 Jul 2019
Closing Date29 Aug 2019
Tender Amount₹ 14,72,900
Costs
EMD
₹ 36,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HED_288937_1Bid Award Id
ViewTender No
7/EE/2019-20/STender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
5.6.B.1.2a : Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 br Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. br (B) By Mechanical Means br Case - I: Nominal chipping size 13.2 mm :- (II) Bitumen (S-65)
928
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5.2.2a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3915
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5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 br Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. br Case - II By Mechanical Means :-
(II) Bitumen (S-65)
3915
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-
5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65 br Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 br
B. By Mechanical Means :- Case - III : Type C br
(II) Bitumen (S-65)
3915
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11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
16.18
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11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
3.55
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12.5.4 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIV.R.C.C. grade M 25
5.56
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12.6 : Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.61
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2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses
52.5
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4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
26.25
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od6716/2018_2019 : Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete<br>Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.on a<br>bed of 75mm thick Crushed stone chipping 6.7mm size 100% passing 11.2mm and retained on 2.36mm
70
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-
Filling
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od6717/2018_2019 : GSB using Quarry Waste<br>Construction of granular subbase by providing local material<br>like quarry waste spreading in uniform layers with motor grader on prepared surface and compacting with<br>smooth wheel roller to achive the desired density complete.
87.5
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