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Tender For 120/2022-23, attingal-Kerala

Local Self Government Department has published Tender For 120/2022-23. Submission Date for this Tender is 25-10-2022. Road Work Tenders in attingal Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

34429165
Tender For 120/2022-23
Open Tender
Indian
Kerala
attingal
25-10-2022

Tender Details

120 / 2022-23 Annual Plan_ Rennovance Works For_ Kururathukaavu Road, The Remaining Part Of Kottappuram Road Side Concreting_ Ward 24 Atl Municipality

Key Value

Document Fees
INR 1645 /-
EMD
INR 18635.0 /-
Tender Value
INR 7.45 Lakhs /-

BOQ Items

Work Name:Annual Plan-Project No: 120/22-23 Ward-24-Improvement of Kururathukavu Road and side berm concreting of Kottapuram road balance portion -General Civil Work-1
Sl. No. Item Description
1Road Improvements
22.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3OD205389/2022-2023: Scarifying Existing Road Surface to a Depth of 150 mm by Mechanical Means. <br> Scarifying the existing road surface to a depth of 150 mm and recompacting aggregate obtained from scarifying with static roller.
4OD203914/2022-2023:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift upto 1.5m .All kinds of soil
5OD65993/2022-2023: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
675.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
74.9:Wet Mix Macadam <br> Providing, 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. <br> By Mechanical Means with 1 km lead
875.5.1.1pb: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
975.5.2.3pb: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.
1075.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
1175.5.12.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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
1275.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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