Harbour Engineering Department Tender
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Costs
EMD
₹ 51,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_HED_202663_1Bid Award Id
ViewTender No
ET/04/HED/EE/KNR/2018-19 Dated 27.04.2018Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
Signed and Scanned copy of Preliminary Agreement in Kerala stamp paper worth Rs 200
BOQ Items
14.1 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
3.83
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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 & 1203
I.P.C.C grade M 10
(i)Nominal mix 1:3:6
21.58
-
-
od3370/2017_2018 : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)450 mm dia
22.5
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-
3.2 : Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
460
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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
158.93
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-
5.1.1a : Prime Coat :- Low porosity br Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1059.5
-
-
5.2.3a : 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1059.5
-
-
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.
4182.5
-
-
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)
5132.5
-
-
5.12.B.2.2a : Seal Coat - Mechanical Means - Type B - 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 - II : Type B br (II) Bitumen (S-65)
5132.5
-
-
3.14 : Construction of Subgrade and Earthen Shouldersbr Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
104.8
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-
BRANCH ROAD
-
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-
15.3.1 : Maintenace of bituminous surface road br Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503.
1.02
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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.
800
-
-
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)
800
-
-
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)
800
-
-
3.14 : Construction of Subgrade and Earthen Shouldersbr Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
24
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-
GSB filling
-
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-
51.78.4 : GSB using Quarry Waste br
Construction of granular sub-base by providing local material like quarry waste spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete.
69
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