}

Fresh Tender_Alappuzha Jp_2021-22_Proj No.799 / 22_Pallipuram Division_Chennampallipuram Grama Panchayat Ward 12_Chenganda Kari Sndp Road Tarring Tarring, Alappuzha-Kerala

Local Self Government Department has published Fresh Tender_Alappuzha Jp_2021-22_Proj No.799 / 22_Pallipuram Division_Chennampallipuram Grama Panchayat Ward 12_Chenganda Kari Sndp Road Tarring Tarring. Submission Date for this Tender is 24-01-2022. Road Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

30739987
Fresh Tender_Alappuzha Jp_2021-22_Proj No.799 / 22_Pallipuram Division_Chennampallipuram Grama Panchayat Ward 12_Chenganda Kari Sndp Road Tarring Tarring
Open Tender
Indian
Kerala
Alappuzha
24-01-2022

Tender Details

Fresh Tender_Alappuzha Jp_2021-22_Proj No.799 / 22_Pallipuram Division_Chennampallipuram Grama Panchayat Ward 12_Chenganda Kari Sndp Road Tarring Tarring

Key Value

Document Fees
INR 2500 /-
EMD
INR 33140.0 /-
Tender Value
INR 13.25 Lakhs /-

BOQ Items

Work Name:Alappuzha JP_2021-22_Proj no.799/22_Pallipuram Division_Chennampallipuram Grama Panchayat Ward 12_Chenganda Kari SNDP Road Tarring
Sl. No. Item Description
1Rennovation of Road
23.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
34.9 : 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
475.5.1.1pb : 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
575.5.2.3pb : 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.
675.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates
Providing, 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.
Case - I ByManual Means
(II) Bitumen (S-65),including supplying and stacking of materials.
775.5.12.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.
8od1613974/2021_2022 : 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. (ii)Using Gravel mix soil.(Quarry muck)
975.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) a)Materials
10od1613975/2021_2022 : Construction of Subgrade and Earthen Shoulders<br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
11od1608516/2021_2022 : Supplying and fixing name board as per the direction of Engineer in charge mord
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