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GENERAL-RM- 2026-2027 - RC- 2 / Zone XIOne year running contract for various PWD Roads under Roads Section- Nedumkandam in Idukki District 5 Roads stretches for a length of 20.416 Km.-General Civil Work

Public Works Department

NEDUMKANDAM | Idukki, Kerala

Amount: ₹66.4 LCloses: 7 Oct 20265d left

Timeline

Published30 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹66.4 L

EMD Value

₹50,000

Closing Date

7 Oct 2026, 11:00 am5d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

PWD ROADS DIVISION IDUKKI PAINAVE

Work Description

GENERAL-RM- 2026-2027 - RC- 2 / Zone XIOne year running contract for various PWD Roads under Roads Section- Nedumkandam in Idukki District 5 Roads stretches for a length of 20.416 Km.-General Civil Work

Tender Information

Tender ID

2026_PWD_875040_1

Reference Number

51/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)

RequiredGST REGISTRATION CERTIFICATE (.pdf)

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

RequiredBOQ (.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

30 Sept 2026

Published

30 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

30 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - 1- Initial Rectification Work.
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	2.86	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.	2.86	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.	870	sqm	-	-
1.004	OD15253/2026-2027: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	870	sqm	-	-
1.005	OD15252/2026-2027: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.	7.2	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	224	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.	159	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)	57.8	cum	-	-
2Appendix - 2 - Pre-monsoon Work

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.72 MB

Work Item Documents

BOQ_1485491.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - 1- Initial Rectification Work.
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	2.86	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.	2.86	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.	870	sqm	-	-
1.004	OD15253/2026-2027: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	870	sqm	-	-
1.005	OD15252/2026-2027: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.	7.2	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	224	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.	159	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)	57.8	cum	-	-
2Appendix - 2 - Pre-monsoon Work

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix - 1- Initial Rectification Work.

1.001

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

2.86

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.

2.86

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.

870

sqm

1.004

OD15253/2026-2027: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

870

sqm

1.005

OD15252/2026-2027: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.

7.2

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

224

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.

159

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)

57.8

cum

2Appendix - 2 - Pre-monsoon Work