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GENERAL-RM/2026-2027 - RC 2 / Zone IVOne year Running Contract for various PWD Roads under Road Section Nedumkandam in Idukki district - 4 roads stretches for a length of 17.800 km-General Civil Work

Public Works Department

NEDUMKANDAM | Idukki, Kerala

Amount: ₹54.0 LCloses: 5 Oct 20263d left

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹54.0 L

EMD Value

₹50,000

Closing Date

5 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

PWD ROADS DIVISION IDUKKI PAINAVE

Work Description

GENERAL-RM/2026-2027 - RC 2 / Zone IVOne year Running Contract for various PWD Roads under Road Section Nedumkandam in Idukki district - 4 roads stretches for a length of 17.800 km-General Civil Work

Tender Information

Tender ID

2026_PWD_873326_1

Reference Number

43/EE/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

NEDUMKANDAM

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredBID SUBMISSION LETTER (.pdf)

RequiredBID SUBMISSION FEE REMITTANCE (.pdf)

RequiredBIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBID AND NIT (.pdf)

RequiredBID SECURITY REMITTANCE (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredREQUISITION FOR E-PAYMENT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredPERFORMANCE CERTIFICATE AS PER THE SPECIAL CONDITION OF NIT (.pdf)

RequiredBOQ (.xls)

RequiredGST REGISTRATION CERTIFICATE (.pdf)

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

26 Sept 2026

Published

26 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Initial rectification appendix A
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	2.66	cum	-	-
1.002	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.	2.66	cum	-	-
1.003	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.	990	sqm	-	-
1.004	OD15678/2026-2027:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm Type-A aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared 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 clause 509 of MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means	990	sqm	-	-
1.005	OD15676/2026-2027:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.22* 0.61 m size including painting all exposed surface with two coat of epoxy painting etc complete.	5.76	sqm	-	-
1.006	12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	96	cum	-	-
1.007	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.	28.8	cum	-	-
1.008	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	9.6	cum	-	-
1.009	8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)	50	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 10.22 MB

Work Item Documents

BOQ_1481538.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Initial rectification appendix A
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	2.66	cum	-	-
1.002	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.	2.66	cum	-	-
1.003	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.	990	sqm	-	-
1.004	OD15678/2026-2027:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm Type-A aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared 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 clause 509 of MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means	990	sqm	-	-
1.005	OD15676/2026-2027:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.22* 0.61 m size including painting all exposed surface with two coat of epoxy painting etc complete.	5.76	sqm	-	-
1.006	12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	96	cum	-	-
1.007	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.	28.8	cum	-	-
1.008	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	9.6	cum	-	-
1.009	8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)	50	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Initial rectification appendix A

1.001

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

2.66

cum

1.002

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.

2.66

cum

1.003

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.

990

sqm

1.004

OD15678/2026-2027:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm Type-A aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared 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 clause 509 of MORD (Usage of bitumen is 22.00 kg /(10 m2) By Manual Means

990

sqm

1.005

OD15676/2026-2027:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.22* 0.61 m size including painting all exposed surface with two coat of epoxy painting etc complete.

5.76

sqm

1.006

12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

cum

1.007

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.

28.8

cum

1.008

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

9.6

cum

1.009

8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)

each