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Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road, thrissur-Kerala

Local Self Government Department has published Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road. Submission Date for this Tender is 27-01-2022. Road Work Tenders in thrissur Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

30792794
Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road
Open Tender
Indian
Kerala
thrissur
27-01-2022

Tender Details

Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road Thrissur Corporation 2021-22 Ollukkara Zonal Div 18 Amrut Restoration Work In Vettikkal Pope Nagar Road

Key Value

Document Fees
INR 1400 /-
EMD
INR 16900.0 /-
Tender Value
INR 6 Lakhs /-

BOQ Items

Work Name:Thrissur corporation 2021-22 Ollukkara zonal Div 18 AMRUT Restoration work in vettikkal pope nagar road
Sl. No. Item Description
1Restoration
23.5.2 : Excavation in SoilwithDozer with lead upto 100 m
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.
34.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material
44.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.
By Mechanical Means with 1 km lead
575.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates
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
675.5.2.3pb : Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
775.9.3.pb.pa : Plastic roads- Packed Bitumen Rate
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder -
Bitumen S-65 - Packed Bitumen and Shredded Plastic

Providing, laying and rolling of opengraded 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, using HM Plant attached with open pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2 mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, 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
Case - I By Manual Means

(II) Bitumen (S-65),including supplying and stacking of materials.
875.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
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
A. By Manual Means
CaseIII :Type C
(II) Bitumen (S-65),including supplying and stacking of materials.
9od1545064/2021_2022 : NAME BOARD FOR DISPLAYING NAME OF WORK
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