Kerala

Active

Works

Civil Works - Roads

GENERAL-RM 2026-2027 RC 1 KALLOORKAD ZONE 1-One year Running contract for Various Roads under section Kalloorkad - Zone1 in Ernakulam District, 5 road stretches for a total length of 24.3 Km General Civil Work

Public Works Department

Ernakulam, Kerala

Amount: Refer DocsCloses: 26 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

Refer Docs

EMD Value

₹50,000

Closing Date

26 Sept 2026, 4:00 pmDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD ROAD MAINTENANCE DIVISION ERNAKULAM

Work Description

GENERAL-RM 2026-2027 RC 1 KALLOORKAD ZONE 1-One year Running contract for Various Roads under section Kalloorkad - Zone1 in Ernakulam District, 5 road stretches for a total length of 24.3 Km General Civil Work

Tender Information

Tender ID

2026_PWD_871373_1

Reference Number

13/EE/RM/EKM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

ERNAKULAM

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

Required1. Copy of valid Registration Certificate Self attested by bidder and E Payment form in original (.pdf)

Required2. Copy of Bank certificate,Financial statement,EMD Exemption certificate,Receipt of EMD and Tender (.pdf)

Required3. Tender Document and bid submission letter as per item no.1 part VI filled and signed by the bidde (.pdf)

Required4. Integrity pact certificate as Item No.3 part VI of bid docs filled and signed by bidder in origin (.pdf)

Required5. Affidavit as said items No.4 part VI of Bid docs in stamp paper worth Rs 200 attested by Notary (.pdf)

Required6. Preliminary agreement filled and signed as said item 2 part VI in bid docs in stamp papers Rs 200 (.pdf)

Required7.performance certificate from the PWD office satisfactorily completed 3 road works during last 2 yr (.pdf)

Required8.Digitally signed complete set of Bid Document with NIT and sections from I to VII. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,508

EMD Fee Amount

₹50,000

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

19 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A-Reactive Maintenance
1.001	55.8.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.	54.78	cum	-	-
1.002	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.	89	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	143.9	cum	-	-
1.004	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.	27,945	sqm	-	-
1.005	OD267285/2025-2026:Providing and laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm( MORTH M -041) aggregates premixed using viscosity grade bitumen per 10 Sqm ( MORTH 5.7.1 TYPE A) to required line, grade and level on a previously prepared base,including mixing in a suitable plant,laying and rolling with a three wheel static,roller of 80-100 KN capacity, finished to required level and grades. By manual means	27,945	sqm	-	-
1.006	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	35	cum	-	-
1.007	4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method	20	cum	-	-
1.008	4.12: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.	15	cum	-	-
1.009	OD267284/2025-2026:Filling up Potholes with bituminiousreadymix compound(25 kg bag)and compacting byramming to geta compactsurface including of cost of material,layingcharges,transportationto to site etc.complete rate is arrivedfor a bag of 25 kg.	505	no	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

sbdklrkd.pdf

Tender Documents • 1.65 MB

BOQ_1476894.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A-Reactive Maintenance
1.001	55.8.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.	54.78	cum	-	-
1.002	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.	89	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	143.9	cum	-	-
1.004	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.	27,945	sqm	-	-
1.005	OD267285/2025-2026:Providing and laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm( MORTH M -041) aggregates premixed using viscosity grade bitumen per 10 Sqm ( MORTH 5.7.1 TYPE A) to required line, grade and level on a previously prepared base,including mixing in a suitable plant,laying and rolling with a three wheel static,roller of 80-100 KN capacity, finished to required level and grades. By manual means	27,945	sqm	-	-
1.006	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	35	cum	-	-
1.007	4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method	20	cum	-	-
1.008	4.12: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.	15	cum	-	-
1.009	OD267284/2025-2026:Filling up Potholes with bituminiousreadymix compound(25 kg bag)and compacting byramming to geta compactsurface including of cost of material,layingcharges,transportationto to site etc.complete rate is arrivedfor a bag of 25 kg.	505	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A-Reactive Maintenance

1.001

55.8.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.

54.78

cum

1.002

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.

cum

1.003

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

143.9

cum

1.004

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.

27,945

sqm

1.005

OD267285/2025-2026:Providing and laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm( MORTH M -041) aggregates premixed using viscosity grade bitumen per 10 Sqm ( MORTH 5.7.1 TYPE A) to required line, grade and level on a previously prepared base,including mixing in a suitable plant,laying and rolling with a three wheel static,roller of 80-100 KN capacity, finished to required level and grades. By manual means

27,945

sqm

1.006

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

cum

1.007

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

cum

1.008

4.12: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.

cum

1.009

OD267284/2025-2026:Filling up Potholes with bituminiousreadymix compound(25 kg bag)and compacting byramming to geta compactsurface including of cost of material,layingcharges,transportationto to site etc.complete rate is arrivedfor a bag of 25 kg.

505