}

Pr . No 728/21-22 Maintenance Of Nalumukku Edavam Kunnu Chanayikonam Road - In Chanthavila Ward, Chanthavila Ward-Kerala

Local Self Government Department has published Pr . No 728/21-22 Maintenance Of Nalumukku Edavam Kunnu Chanayikonam Road - In Chanthavila Ward. Submission Date for this Tender is 02-07-2021. Road Work Tenders in Chanthavila Ward Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

28281003
Pr . No 728/21-22 Maintenance Of Nalumukku Edavam Kunnu Chanayikonam Road - In Chanthavila Ward
Open Tender
Indian
Kerala
Chanthavila Ward
02-07-2021

Tender Details

Pr . No 728/21-22 Maintenance Of Nalumukku Edavam Kunnu Chanayikonam Road - In Chanthavila Ward

Key Value

Document Fees
INR 2500 /-
EMD
INR 20100.0 /-
Tender Value
INR 13.39 Lakhs /-

BOQ Items

Work Name:PR.NO 728/21-22 Maintanance of Nalumukku Edavam Kunnu Chanayikonam Road - In Chanthavila Ward
Sl. No. Item Description Item Code / Make Quantity Units
1 1 tarring BI01010001010000000000000515BI0100001113
2 1.001 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. BI01010001010000000000000515BI0100001114 264.32 sqm
3 1.002 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. BI01010001010000000000000515BI0100001115 3260 sqm
4 1.003 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) BI01010001010000000000000515BI0100001116 3260 sqm
5 1.004 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) BI01010001010000000000000515BI0100001117 3260 sqm
6 1.005 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 BI01010001010000000000000515BI0100001118 40.5 cum
7 1.006 75.8.1.1.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) BI01010001010000000000000515BI0100001119 40.5 cum
8 1.007 75.8.1 : 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) BI01010001010000000000000515BI0100001120 12 cum
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