}

Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36 Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36, kondotty-Kerala

municipality has published Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36 Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36. 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

30793200
Corrigendum : Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36 Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36
Open Tender
Indian
Kerala
kondotty
28-01-2022

Tender Details

Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36 Dmd 779/2020 Kondotty Municipality Kodimaram Nambolankunnu Road Division 35,36

Corrigendum Details

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

Key Value

Document Fees
INR 2360 /-
EMD
INR 25000.0 /-
Tender Value
INR 10 Lakhs /-

BOQ Items

Work Name:DMD 779/2020 KONDOTTY MUNICIPALITY KODIMARAM NAMBOLANKUNNU ROAD DIVISION 35,36
Sl. No. Item Description
1APPENDIX 1
24.9 : 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
33.5.2 : 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.
4od1432620/2021_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
55.2.1a : Tack Coat
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.
65.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65
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.
75.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65
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.
(B) 75 mm thick :- (II) Bitumen (S-65)
85.1.1a : 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
95.2.3a : 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.
105.9.1.2a : 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)
115.12.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)
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