Local Self Government Department has published Fresh Tender_11821_Lac Ads_Dr T M Thomas Issac_Honourable Minister For Coir And Finance_2019-20_Tarring Of S Damodaran Road Inward 2 Of Aryad 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:11821_LAC ADS_Dr T M Thomas Issac_Honb'le minister for Coir and finance_2019-20_Tarring of S Damodaran road in ward 2 of Aryad GP | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | ROAD | BI01010001010000000000000515BI0100001113 | ||
2 | 1.001 | od771461/2020_2021 : :Construction of Embankment with Material Obtained from Borrow Pits<br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,<br>transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables<br>300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including all<br>conveyance | BI01010001010000000000000515BI0100001114 | 451.33 | cum |
3 | 1.002 | od862173/2020_2021 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by Quarry muck/ Soil gravel mix , mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete . <br>(ii)Using Gravel mix soil/ Quarry muck. | BI01010001010000000000000515BI0100001115 | 89.6 | 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 | 126 | 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 | 840 | 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 | 840 | 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 | 840 | 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 | 840 | sqm |
9 | 2 | Protection Wall | BI01010001010000000000000515BI0100001121 | ||
10 | 2.001 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001122 | 38.565 | cum |
11 | 2.002 | od853789/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted<br>rubble including packing to compactness to lines and levels cost and conveyance of all materials labour<br>charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001123 | 102.915 | cum |
12 | 2.003 | od771939/2020_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. | BI01010001010000000000000515BI0100001124 | 1.711 | cum |
13 | 2.004 | od793879/2020_2021 : od244796/2019_2020<br>Supplying and fixing Information board 75x60 cm using GI pipe as post and 1 mm MS sheet surrounded<br>by MS angles including painting,lettering and fixing in concrete | BI01010001010000000000000515BI0100001125 | 1 | each |
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