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Tender For Mla-Sdf-2022-23: Smt.C.K. Asha Mla -Construction Of Kunnath Pullonthara Road In Ward-2 Of Udayanapuram Gramapanchayath-General Civil Work, Kottayam-Kerala

Rural Development Department has published Tender For Mla-Sdf-2022-23: Smt.C.K. Asha Mla -Construction Of Kunnath Pullonthara Road In Ward-2 Of Udayanapuram Gramapanchayath-General Civil Work. Submission Date for this Tender is 10-02-2023. Road Work Tenders in Kottayam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

36043443
Tender For Mla-Sdf-2022-23: Smt.C.K. Asha Mla -Construction Of Kunnath Pullonthara Road In Ward-2 Of Udayanapuram Gramapanchayath-General Civil Work
Open Tender
Indian
Kerala
Kottayam
10-02-2023

Tender Details

Mla-Sdf-2022-23: Smt.C.K. Asha Mla -Construction Of Kunnath Pullonthara Road In Ward-2 Of Udayanapuram Gramapanchayath-General Civil Work

Key Value

Document Fees
INR 1030 /-
EMD
INR 11641.0 /-
Tender Value
INR 4.65 Lakhs /-

BOQ Items

Work Name:MLA-SDF-2022-23: Smt.C.K. Asha MLA -Construction of Kunnath Pullonthara Road in Ward-2 of Udayanapuram GramaPanchayath-General Civil Work
Sl. No. Item Description
1Road
23.4:Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3OD18502/2022-2023:Granular sub base/base/surface course with local materials(Table 400.13) by mix in place method normal Construction of granular sub baseby providingwell gradedmaterial, spreading in uniform layerson prepared surface, mixing by mix in place method and compacting with smooth wheel rollerto achieve thedesired density, complete as per Clause 401.4 as per Technical Specifications Clause 408 Soil gravel mixture / quarry waste
44.9:Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead
575.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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
675.5.1.2pb:Prime Coat - Medium porosity - With Packed Bitumen RatesProviding 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
775.5.9.1.2pb: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 By Manual Means(II) Bitumen (S-65)
875.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding 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 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65)
975.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
10OD21041/2022-2023:Providing and fixing name board in granite/marble slab including engraving letters,labour charges etc.complete
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