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GENERAL-RM-2026-27/RC-2/Zone VI-For various PWD Roads under Section Muttom in Idukki District-road stretches for a length of 23.338 km-General Civil Work

Public Works Department

Idukki Thodupuzha Muttom | Idukki, Kerala

Amount: ₹1.2 CrCloses: 12 Oct 2026

Timeline

Published1 Oct 2026
Closes12 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹1.2 Cr

EMD Value

₹50,000

Closing Date

12 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o The Superintending Engineer Roads Central Circle Aluva

Work Description

BC oveylay , Pre- monsoon works, pot hole filling , Shoulder strengthening, Vinyl stickering on existing RC board, 5 percent of length CGPC work

Tender Information

Tender ID

2026_PWD_875536_1

Reference Number

PWD/RB/TR/23907/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Idukki Thodupuzha Muttom

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance , Bid submission fee remittance as per item no-6 part VI below 1 MB (.pdf)

RequiredBid submission letter as per item no 1 part VI duly filled and signed by the bidder below 1 MB (.pdf)

RequiredIntegrity Pact as Item no.3 part VI of bid docs filled ,signed by bidder in original below 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled ,signed by bidder as said Item 2 part VI below1MB (.pdf)

RequiredRequisition for e-payment as per item no-6 part VI uploaded bellow 1 MB (.pdf)

RequiredAffidavit as said Item no.4 Part VI in plain paper duly filled and signed by the bidder below 1 MB (.pdf)

RequiredBidder valid contractor license, pan card uploaded below 1 MB (.pdf)

RequiredBid documents with NIT uploaded below 1 MB (.pdf)

RequiredGST details uploaded bellow 1 MB (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,508

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

1 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

1 Oct 2026

Clarification Period

1 Oct 2026 - 12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix- A    Reactive Maintenance(Initial Rectification work)
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	111.88	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	4.97	cum	-	-
1.003	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.	4.97	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.	14,725	sqm	-	-
1.005	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	24.5	cum	-	-
1.006	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	564.5	cum	-	-
1.007	12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)	16.88	cum	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	369.8	sqm	-	-
1.009	OD262455/2025-2026:Vinyl stickering on existing RC board.	4.32	sqm	-	-

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 • 0.11 MB

Work Item Documents

sbd.pdf

Tender Documents • 1.66 MB

BOQ_1486472.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix- A    Reactive Maintenance(Initial Rectification work)
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	111.88	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	4.97	cum	-	-
1.003	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.	4.97	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.	14,725	sqm	-	-
1.005	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	24.5	cum	-	-
1.006	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	564.5	cum	-	-
1.007	12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)	16.88	cum	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	369.8	sqm	-	-
1.009	OD262455/2025-2026:Vinyl stickering on existing RC board.	4.32	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix- A    Reactive Maintenance(Initial Rectification work)

1.001

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

111.88

cum

1.002

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

4.97

cum

1.003

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.

4.97

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.

14,725

sqm

1.005

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

24.5

cum

1.006

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

564.5

cum

1.007

12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)

16.88

cum

1.008

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

369.8

sqm

1.009

OD262455/2025-2026:Vinyl stickering on existing RC board.

4.32

sqm