Rural Development Department has published Payyannur Block Panchayath - Flood Relief Work 2020-21 - Restoration Works To Mookambika Cherumoola Road In Karivellur Peralam Gp. Submission Date for this Tender is 29-01-2021. Road Work Tenders in Karivellur Peralam G P Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Payyannur Block Panchayath - Flood Relief Work 2020-21 - Restoration works to Mookambika Cherumoola Road in Karivellur Peralam GP | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD RETARRING CH 0/000 - 0/605 km | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, 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.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001114 | 29.25 | cum |
| 3 | 1.002 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> 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. | BI01010001010000000000000515BI0100001115 | 70.89 | sqm |
| 4 | 1.003 | 75.5.1.1pb : 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 | BI01010001010000000000000515BI0100001116 | 390 | sqm |
| 5 | 1.004 | 75.5.2.3pb : 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. | BI01010001010000000000000515BI0100001117 | 390 | sqm |
| 6 | 1.005 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001118 | 1425 | sqm |
| 7 | 1.006 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, 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.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 1815 | sqm |
| 8 | 1.007 | 75.5.12.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\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001120 | 1815 | sqm |
| 9 | 2 | Concrete Shoulders (0/200 to 0/600 km) | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation 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. | BI01010001010000000000000515BI0100001122 | 50 | cum |
| 11 | 2.002 | 2.1 : 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 | BI01010001010000000000000515BI0100001123 | 0.04 | Hecter |
| 12 | 2.003 | od1040231/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001124 | 30 | cum |
| 13 | 2.004 | od1040232/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, for wearing coat without form work.<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001125 | 20 | cum |
| 14 | 3 | Name board | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.001 | od1040230/2020_2021 : Making name board by using MS pipe, angle and MS sheet,painted over with synthetic enamel paint, fixed in CC 1:2:4 including all charges of fabricating, lettering etc complete. | BI01010001010000000000000515BI0100001127 | 1 | each |
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