Local Self Government Department has published Fresh Tender_12797_Lac Ads_Ramesh Chennithala 2019-2020 Construction Of Kalpakavady Junction Kokkoth Road ( Reach 2 ) In Ward 15 Of Karuvatta Gp Road. Submission Date for this Tender is 02-11-2020. Road Work Tenders in PLEASE REFER WORK ITEM DETAILS Kerala. Bidders can get complete Tender details and download the document.
| Work Name:12797_LAC ADS_Ramesh Chennithala_2019-2020_Construction of Kalpakavady Junction Kokkoth Road (reach 2)in ward 15 of Karuvatta GP | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od851046/2020_2021 : Construction of sub grade and earthen shoulders<br>Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lead and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirements of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 without roller compaction | BI01010001010000000000000515BI0100001114 | 799.25 | cum |
| 3 | 1.002 | od851037/2020_2021 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in<br>place method normal. Construction of granular sub-base by providing local material spreading in uniform<br>layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and<br>compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per<br>Technical Specification Clause 408 | BI01010001010000000000000515BI0100001115 | 325.6 | cum |
| 4 | 1.003 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, 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.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001116 | 128.25 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 855 | sqm |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 855 | sqm |
| 7 | 1.006 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, 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.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 855 | sqm |
| 8 | 1.007 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <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\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001120 | 855 | sqm |
| 9 | 1.008 | od851115/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203- III.P.C.C. grade M 20 (i)Nominal mix<br>(1:2:4) with out form work. | BI01010001010000000000000515BI0100001121 | 51.3 | cum |
| 10 | 1.009 | od851078/2020_2021 : Supplying and fixing Name board | BI01010001010000000000000515BI0100001122 | 1 | each |
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