Local Self Government Department Tender
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Costs
EMD
₹ 44,600Document Cost
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Refer Documents
Description
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Contact
Tender Id
2019_LSGD_271905_1Tender No
EE/LSGD/KKD/346/2018-19Tender 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
213.8
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75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates 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
1425.3
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75.5.2.3pb : Tack Coat - With Packed Bitumen Rates br Providing 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.
1425.3
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75.5.11.1.A.2pb : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates br
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 br
By Manual Means br Type A br
(II) Bitumen (S-65)
1425.3
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2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry
16.35
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od236593/2018_2019 : DRY RUBBLE MASONRY WITH DEPARTMENT RUBBLLE
10.96
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12.5.1.1 : 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 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
33.8
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CH0/557-CH0/578
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od236714/2018_2019 : Dry Rubble masonry-Dry rubble withh out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines materials labour charges etc. complete as per direction of Departmental officers at site.
18.21
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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.
20.16
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od355749/2018_2019 : Providing and fixing metal name board of size 120x60 cm size with 15mm dia and 2mm thick GI pipe, 0.8mm thick Ms Sheet, 35x35x5 mm angle for post etc errected in concrete of cc 1:2:4
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