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Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality, kondotty-Kerala

municipality has published Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality. Submission Date for this Tender is 28-01-2022. Road Work Tenders in kondotty Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

30793184
Corrigendum : Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality
Open Tender
Indian
Kerala
kondotty
28-01-2022

Tender Details

Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality Fd 2021-2022 Improvements Of Mundappalam Rubberthottam Koona Road In Kondotty Municipality

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Jan-2022 Date Corrigendum Date 28-01-2022

Key Value

Document Fees
INR 1180 /-
EMD
INR 12500.0 /-
Tender Value
INR 5 Lakhs /-

BOQ Items

Work Name:FD 2021-2022 IMPROVEMENTS OF MUNDAPPALAM RUBBERTHOTTAM KOONA ROAD IN KONDOTTY MUNICIPALITTY
Sl. No. Item Description
1RETARRING
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.
3od1423840/2021_2022 : Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade
44.9 : 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
55.1.1a : Prime Coat :- Low porosity
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
65.2.3a : Tack Coat
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.
75.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65
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)
85.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65
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 :- Case - III :Type C
(II) Bitumen (S-65)
93.5.2 : Excavation in SoilwithDozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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