Sltf 2019-20 Ur To Kaipuram Vilathur Chembra Road Chainage From Km 3/000 To 5/000 Ur Work
Tender Value
17.85 Lakhs
Estimated cost
Bid Submission
21 Jan 2020
0 days left
EMD
44643
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thrithala → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sltf 2019-20 Ur To Kaipuram Vilathur Chembra Road Chainage From Km 3/000 To 5/000 Ur Work
BOQ
| Work Name:SLTF 2019-20 UR to Kaipuram Vilathur Chembra road chainage from km 3/000 to 5/000 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | road surfacing | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | BI01010001010000000000000515BI0100001114 | 38.5 | cum |
| 3 | 1.02 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001115 | 9.423 | cum |
| 4 | 1.03 | 3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | BI01010001010000000000000515BI0100001116 | 165 | sqm |
| 5 | 1.04 | 4.2.A.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-III -For lower sub base - Mix in Place Method<br>Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub base - Mix in Place Method | BI01010001010000000000000515BI0100001117 | 24.75 | cum |
| 6 | 1.05 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001118 | 31.925 | cum |
| 7 | 1.06 | 55.7.a : Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | BI01010001010000000000000515BI0100001119 | 31.925 | cum |
| 8 | 1.07 | 55.6.a : Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | BI01010001010000000000000515BI0100001120 | 9.423 | cum |
| 9 | 1.08 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001121 | 7653 | sqm |
| 10 | 1.09 | od29485/2019_2020 : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness\rcomposed of 11.2 mm to 0.09 mm (Type-A) 13.2 mm to .9 mm (Type B) aggregates using viscosity grade\rbitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared\rbase, including mixing in a suitable Plant of appropriate capacity not less than 75 tonnes/hour., laying and rolling\rwith a Smooth wheeled roller 8-10 tonne capacity, and finishing manually to required level and grade. | BI01010001010000000000000515BI0100001122 | 7653 | sqm |
AI Tender Summary
Tender Timeline
Jan 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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