Housing Urban and Rular Development Government Departments Closing in 0 days TDR #26677122

Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas Marg Taluk Hospital Pulincunnu Market Road From Ch 0/000 To 0/900 1/000 To 3/360 5/750 To 7/162 Km Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas MargTaluk Ho

Issued by Government Departments · Kuttanad, Kerala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Jan 2021
0 days left
EMD
33468
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kuttanad → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas Marg Taluk Hospital Pulincunnu Market Road From Ch 0/000 To 0/900 1/000 To 3/360 5/750 To 7/162 Km Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas MargTaluk Hospital Pulincunnu Market Road From Ch 0/000 To 0/900 1/000 To 3/3605/750 To 7/162 Km

BOQ

Work Name:SLTF 2020-21 Providing bit MSS works to AC road Chathurthyakary Vikas marg Taluk hospital Pulincunnu Market road From ch.0/000 to 0/900, 1/000 to 3/360, 5/750 to 7/162 Km
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Repair of RoadBI01010001010000000000000515BI0100001113
21.013.15 : 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 MeansBI01010001010000000000000515BI01000011141045sqm
31.0255.4 : 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.BI01010001010000000000000515BI010000111512.831cum
41.0355.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.BI01010001010000000000000515BI01000011165.331cum
51.0455.7.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.BI01010001010000000000000515BI01000011177.501cum
61.05od22015/2020_2021 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreading grading to required slope and compacting to meet requirement of table 300-2BI01010001010000000000000515BI0100001118113.75cum
71.064.2.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 MethodBI01010001010000000000000515BI0100001119154cum
81.074.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.BI01010001010000000000000515BI0100001120156.75cum
91.085.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.BI01010001010000000000000515BI01000011211045sqm
101.095.2.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.BI01010001010000000000000515BI01000011224482.5sqm
111.1od35326/2019_2020 : Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness compossed of 11.2mm to 0.9mm Type-A aggregate using penetration grade bitumen to requird line, grade and level to serve as wearing course on previously preared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specification cluse 509 of MORD(Usage of bitumen is 22.00kg /(10m2) By Manual MeansBI01010001010000000000000515BI01000011234482.5sqm

AI Tender Summary

OUR REF NO 26677122
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 27-01-2021
Authority
Authority Name Public Works Department
Work Description Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas Marg Taluk Hospital Pulincunnu Market Road From Ch 0/000 To 0/900 1/000 To 3/360 5/750 To 7/162 Km Sltf 2020 21 Providing Bit Mss Works To Ac Road Chathurthyakary Vikas MargTaluk Hospital Pulincunnu Market Road From Ch 0/000 To 0/900 1/000 To 3/3605/750 To 7/162 Km
Basic Detail
Tender No PWD/2020-2021/17035/RdDnALP
Bidding Type Tender
Location
City Kuttanad
State Kerala
Key Dates
Publish Date 21 Jan 2021
Submission Date 27 Jan 2021
Open Date 30 Jan 2021
Finance
Tender Value Ref. Documents
Tender Fee 2760
EMD 33468
Exemption Not Available
Document List
BOQ_579622.xls
Tendernotice_1.pdf
bid453.pdf
14692049-B0F0-422A-A83E-02AEF7999B2D.html
affidavit.pdf
Preliminary_Agreement.pdf

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Tender Timeline

Jan 21, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 27, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 30, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_579622.xls

pdf

Tendernotice_1.pdf

pdf

bid453.pdf

html

14692049-B0F0-422A-A83E-02AEF7999B2D.html

pdf

affidavit.pdf

pdf

Preliminary_Agreement.pdf

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