Harbour Engineering Department has published Upgradation Of Coastal Roads In Kollam District -Upgradation Of Old Bus Stand Kayal Bund Parayilmukkuroad In Ward No . Vii And Viii Of Sasthamcotta Gramapanchayat In Kunnathur Lac. Submission Date for this Tender is 30-10-2020. Road Work Tenders in Sasthamcotta GramaPanchayat in Kunnathur LAC Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Oct-2020 | Date Extention | Date | 30-10-2020 |
| Work Name : Upgradation of coastal roads in Kollam District - Upgradation of Old Bus stand Kayal bund Parayilmukku road in ward No. VII & VIII of Sasthamcotta Grama Panchayat in Kunnathur LAC | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX A: CONSTRUCTION OF BITUMINOUS ROAD | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 4.1.A.2 : Granular Sub-base with Well Graded Material (Table 400.1)<br>(A)\tBy Mix in Place Method <br>\t\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\t\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001114 | 165 | cum |
| 3 | 1.02 | od5963/2020_2021 : Wet Mix Macadam&lt;br&gt;&lt;br&gt;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 &amp; 400.12 and Technical Specification Clause 406.&lt;br&gt;&lt;br&gt;By Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001115 | 109.005 | cum |
| 4 | 1.03 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding 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 | BI01010001010000000000000515BI0100001116 | 715 | sqm |
| 5 | 1.04 | 5.2.3a : Tack Coat <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. | BI01010001010000000000000515BI0100001117 | 715 | sqm |
| 6 | 1.05 | od5960/2020_2021 : 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.Shredded plastic waste having thickness less than 50micron is sprayed over the 165&deg;C heated stone aggregate mix within 30 seconds and then mixed with hot bitumen (Case -II By mechanical means :-(II) bitumen (S-65)(with 7% of shredded plastic) | BI01010001010000000000000515BI0100001118 | 715 | sqm |
| 7 | 1.06 | 5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding 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\t\t\t\t\t\t\t\t<br>\nB.\tBy Mechanical Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t\t\t\t\t\t\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 715 | sqm |
| 8 | 2 | APPENDIX B: CONSTRUCTION OF PROTECTION WALL AND SIDE BERM | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.01 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001121 | 339 | cum |
| 10 | 2.02 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001122 | 92 | cum |
| 11 | 2.03 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001123 | 20 | cum |
| 12 | 2.04 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001124 | 21 | cum |
| 13 | 2.05 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001125 | 1.422 | tonne |
| 14 | 3 | DAR items | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.01 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001127 | 39.504 | cum |
| 16 | 3.02 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001128 | 645.75 | cum |
| 17 | 3.03 | 60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | BI01010001010000000000000515BI0100001129 | 150.081 | cum |
| 18 | 3.04 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001130 | 89.76 | cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
