Kerala

To Be Opened

Works

Civil Works - Roads

GENERAL RM 2026 27RC CLUSTER 1 ONE YEAR RUNNING CONTRACT FOR VARIOUS PWD ROADS UNDER ROADS SECTION ETTUMANOOR 2 ROAD STRETCHES FOR A TOTAL LENGTH OF 5.84 KM General Civil Work

Public Works Department

Peroor | Kottayam, Kerala

Amount: ₹34.4 LCloses: 23 Sept 2026Closed

Timeline

Published14 Sept 2026
Closed23 Sept 2026
Bid Opening25 Sept 2026

Tender Value

₹34.4 L

EMD Value

₹50,000

Closing Date

23 Sept 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PWD Roads Maintenance Division Kottayam

Work Description

Filling up potholesusing 36 mm broken stones VG 30 Bitumen Filling up potholes using 12 mm broken stones VG 30 Bitumen Providing bitumen leveling course having thickness between 40mm and 150mm with 36mm broken stones Providing pre mix bitumen leveli

Tender Information

Tender ID

2026_PWD_869507_1

Reference Number

PWD/RM/33/9327/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Peroor

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical/Finance

RequiredDigitally signed Scanned copy of preliminary agreement As per item NO-2 of part no-VI (.pdf)

RequiredDigitally signed Scanned copy of Registration certificate showing validity (.pdf)

RequiredDigitally signed Tender documents as downloaded from the website ( BID documents with NIT) (.pdf)

RequiredDigitally signed Duly filled e-payment requisition form downloaded as per item NO-6 part-no-VI (.pdf)

RequiredDigitally signed Scanned copy of PAN card AND GST REGISTRATION CERTIFICATE (.pdf)

RequiredDigitally signed Bid submission letter As per item NO-1 part-no VI (.pdf)

RequiredDigitally signed Integrity pact certificete As per item NO-3 part-no VI (.pdf)

RequiredDigitally signed Afidavit As per item NO-4 part-no VI (.pdf)

RequiredDigitally signed EMD exemption certificate if any (.pdf)

RequiredDigitally signed BID security remittence and BID submission fee remittence (.pdf)

RequiredDigitally signed Maintenance of defects certificate (.pdf)

RequiredDigitally signed Prformance certificate as per As per serial no 3 or 4 in special conditions of RC (.pdf)

RequiredDigitally signed GO and special conditions of RC (.pdf)

RequiredBOQ (Tender Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Sept 2026

Published

14 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

14 Sept 2026

Download Ends

23 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Proactive Maintenance
1.001	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	15	cum	-	-
1.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	15	cum	-	-
1.003	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	5	cum	-	-
1.004	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	104	sqm	-	-
1.005	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	10.4	cum	-	-
1.006	OD49954/2026-2027:Providing and fixing Vinyl sticker including lettering symbols for existing DLP board 1.22m*0.61m size including painting all exposed surface with one coat of epoxy painting etc. complete	2.98	sqm	-	-
2Reactive Maintenance
2.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	10	cum	-	-
2.002	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.	10	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

BOQ_1473367.xls

BOQ • 0.32 MB

SBD9327ETMR.pdf

Tender Documents • 1.64 MB

MAINTENANCEOFDEFECTS.pdf

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
1Proactive Maintenance
1.001	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	15	cum	-	-
1.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	15	cum	-	-
1.003	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	5	cum	-	-
1.004	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	104	sqm	-	-
1.005	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	10.4	cum	-	-
1.006	OD49954/2026-2027:Providing and fixing Vinyl sticker including lettering symbols for existing DLP board 1.22m*0.61m size including painting all exposed surface with one coat of epoxy painting etc. complete	2.98	sqm	-	-
2Reactive Maintenance
2.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	10	cum	-	-
2.002	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.	10	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Proactive Maintenance

1.001

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

1.002

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

cum

1.003

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

cum

1.004

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

104

sqm

1.005

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

10.4

cum

1.006

OD49954/2026-2027:Providing and fixing Vinyl sticker including lettering symbols for existing DLP board 1.22m*0.61m size including painting all exposed surface with one coat of epoxy painting etc. complete

2.98

sqm

2Reactive Maintenance

2.001

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

cum

2.002

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.

cum