Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Eprocure
Opening Date3 Dec 2019
Closing Date10 Dec 2019
Tender Amount₹ 17,84,714
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_LSGD_326539_6Bid Award Id
ViewTender No
e-06/LAC-ADS/EELSGDTVM/2019-20Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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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
175.5
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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
1170
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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.
1170
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5.9.1.2a : 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 - I By Manual Means br (II) Bitumen (S-65)
1170
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5.12.A.3.2a : Seal Coat - Manual 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 A. By Manual Means :- Case - III : Type C br (II) Bitumen (S-65)
1170
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od231445/2018_2019 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
150
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od121310/2019_2020 : Information board 75x60 cm size using GI pipe and post 1mm thick GI sheet MS Angle frame painting lettering and fixing in concrete.
1
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od121311/2019_2020 : Supplying and Fixing Name board of Size 75x60 cm installed in the appropriate place visible to the public made of Brick wall with Granite plaque should be inserted and Engraving letters etc complete as per the direction of Departmental officers at Site
1
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Appendix B-Berm Concrete
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od121312/2019_2020 : Construction of Plain cement concrete pavement ,thickness as per design over a prepared subgrade with 43 grade Cement or any other type as per clause 1501.2.2 M20 (grade), Coarse and fine aggregates conforming to IS 383,Maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum Capasity and appropriate weigh batcher using approved mix design ,laid without form work, spreading the concrete with Showels,rakes,compacted using needle Vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints,curing of Concrete slabs for 14 days with water finishing to lines and grade as per drawing and Technical specifications clause 1501<br>
58.5
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3.5.2 : Excavation in Soil with Dozer with lead upto 100 m br
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
58.5
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Appendix C-Handrail
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10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
850
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13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
72
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