}

Flood 2019-20 Manthathkavu Kshethram Uppanthodi Renovation Maniyur Panchayath Flood 2019-20 Manthathkavu Kshethram Uppanthodi Road Renovation, MANIYUR-Kerala

Rural Development Department has published Flood 2019-20 Manthathkavu Kshethram Uppanthodi Renovation Maniyur Panchayath Flood 2019-20 Manthathkavu Kshethram Uppanthodi Road Renovation. Submission Date for this Tender is 30-01-2021. Road Work Tenders in MANIYUR Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26692394
Flood 2019-20 Manthathkavu Kshethram Uppanthodi Renovation Maniyur Panchayath Flood 2019-20 Manthathkavu Kshethram Uppanthodi Road Renovation
Open Tender
Indian
Kerala
MANIYUR
30-01-2021

Tender Details

Flood 2019-20 Manthathkavu Kshethram Uppanthodi Renovation Maniyur Panchayath Flood 2019-20 Manthathkavu Kshethram Uppanthodi Road Renovation

Key Value

Document Fees
INR 1582 /-
EMD
INR 17500.0 /-
Tender Value
Refer document

BOQ Items

Work Name:THODANNOOR BP-2019-20-FLOOD-MANDHATHKAVU KSHETHRAM -UPPANTHODI ROAD(MANIYOOR GP)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 RETARRING BI01010001010000000000000515BI0100001113
2 1.001 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. BI01010001010000000000000515BI0100001114 498 sqm
3 1.002 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. BI01010001010000000000000515BI0100001115 34.86 cum
4 1.003 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 BI01010001010000000000000515BI0100001116 74.7 cum
5 1.004 75.5.5.A.1pb : Modified Penetration Macadam 50 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. BI01010001010000000000000515BI0100001117 90.814 sqm
6 1.005 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 BI01010001010000000000000515BI0100001118 498 sqm
7 1.006 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. BI01010001010000000000000515BI0100001119 498 sqm
8 1.007 75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001120 672 sqm
9 1.008 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) BI01010001010000000000000515BI0100001121 1170 sqm
10 1.009 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) BI01010001010000000000000515BI0100001122 1170 sqm
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