Re Tender_112/21_Alappuzha Jp 2020-21_Pathiyoor Division_Side Concreting And Maintenance Of Culvert And Poothuruthiaiswaryapradayani Road In Ward 1 Of Pathiyoor Gp Road

Tender Notice

27159943
Re Tender_112/21_Alappuzha Jp 2020-21_Pathiyoor Division_Side Concreting And Maintenance Of Culvert And Poothuruthiaiswaryapradayani Road In Ward 1 Of Pathiyoor Gp Road
Indian
Kerala
27-02-2021
06-03-2021
08-03-2021

Tender Details

Re Tender_112/21_Alappuzha Jp 2020-21_Pathiyoor Division_Side Concreting And Maintenance Of Culvert And Poothuruthiaiswaryapradayani Road In Ward 1 Of Pathiyoor Gp Road

Key Value

Document Fees
INR 2500 /-
EMD
INR 26780.00 /-
Tender Value
Refer document

BOQ Items

Work Name:112/21_Alappuzha JP 2020-21_Pathiyoor Division_Side concreting and Maintenance of culvert and Poothuruthi Aiswaryapradayani road in ward 1 of Pathiyoor GP
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Road renovation BI01010001010000000000000515BI0100001113
2 1.001 od837169/2020_2021 : Scarifying the existing Road surface using mechanical means to a depth of 50 mm to 150 mm and compacting the material received from scarifying using power roller at the site itself. BI01010001010000000000000515BI0100001114 1500 sqm
3 1.002 od1049039/2020_2021 : Filling up low laying and water logged areas with local material/ quarry muck ,spreading in layers, levelling the top at site and consolidation by ramming etc complete(4.1.B.1 modified with Quarry muck) BI01010001010000000000000515BI0100001115 15 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 157.5 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 1500 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 1500 sqm
7 1.006 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001119 1560 sqm
8 1.007 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. BI01010001010000000000000515BI0100001120 93.92 sqm
9 1.008 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) BI01010001010000000000000515BI0100001121 3060 sqm
10 1.009 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) BI01010001010000000000000515BI0100001122 3060 sqm
11 1.01 od1048092/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;III.P.C.C. grade M 20 &lt;br&gt;(i)Nominal mix (1:2:4) BI01010001010000000000000515BI0100001123 35.04 cum
12 1.011 od1049064/2020_2021 : Providing and fixing name boardProviding and erecting direction and place identifications name board made of 2 mm thick M.S. Sheet duly stove enameled paint in and required letters, figures with of required shade and colour. Supported and welded duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 BI01010001010000000000000515BI0100001124 1 sqm
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