}

Corrigendum - Idukki Dp Works 2019 - 20 - Adimaly Gp - Ambalappadi School Bhagam Road ( 1372/20 ) Re-Etender, Adimaly-Kerala

Local Self Government Department has published Corrigendum - Idukki Dp Works 2019 - 20 - Adimaly Gp - Ambalappadi School Bhagam Road ( 1372/20 ) Re-Etender. Submission Date for this Tender is 07-01-2020. Road Work Tenders in Adimaly Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

22985295
Corrigendum - Idukki Dp Works 2019 - 20 - Adimaly Gp - Ambalappadi School Bhagam Road ( 1372/20 ) Re-Etender
Open Tender
Indian
Kerala
Adimaly
07-01-2020

Tender Details

Corrigendum - Idukki Dp Works 2019 - 20 - Adimaly Gp - Ambalappadi School Bhagam Road ( 1372/20 ) Re-Etender

Key Value

Document Fees
INR 2000 /-
EMD
INR 22300.0 /-
Tender Value
INR 8.92 Lakhs /-

BOQ Items

Work Name:DP Works 2019 - 20 - Adimaly GP - Ambalappadi School Bhagam road (1372/20)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Tarring BI01010001010000000000000515BI0100001113
2 1.001 od335738/2019_2020 : Dismantling of Flexible Pavements<br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 BI01010001010000000000000515BI0100001114 52.8 cum
3 1.002 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 BI01010001010000000000000515BI0100001115 63.36 cum
4 1.003 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 BI01010001010000000000000515BI0100001116 704 sqm
5 1.004 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. BI01010001010000000000000515BI0100001117 704 sqm
6 1.005 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) BI01010001010000000000000515BI0100001118 704 sqm
7 1.006 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) BI01010001010000000000000515BI0100001119 704 sqm
8 1.007 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 BI01010001010000000000000515BI0100001120 28.8 cum
9 1.008 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) BI01010001010000000000000515BI0100001121 51.12 cum
10 1.009 od335786/2019_2020 : Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete BI01010001010000000000000515BI0100001122 1 each
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