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GENERAL-RM 2026-27/ RC -2 / One Year RC -Zone III- For various PWD Roads under Roads Section -Kumily in Idukki district -3 Road stretches for a length of 16.01 km-RC-2- General Civil Work

Public Works Department

Kumali | Idukki, Kerala

Amount: ₹68.6 LCloses: 5 Oct 20263d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹68.6 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

Work Description

GENERAL-RM 2026-27/ RC -2 / One Year RC -Zone III- For various PWD Roads under Roads Section -Kumily in Idukki district -3 Road stretches for a length of 16.01 km-RC-2- General Civil Work

Tender Information

Tender ID

2026_PWD_873868_1

Reference Number

46/EE/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Kumali

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredPriliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredIntegrity (.pdf)

RequiredDeclaration (.pdf)

RequiredEpayment (.pdf)

RequiredPerformance certificate as per special condition of NIT (.pdf)

RequiredSelf attested copy of contract registration (.pdf)

RequiredSelf attested copy of GST registration (.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

28 Sept 2026

Published

28 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (45 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix -A -Reactive Maintenance (Initial rectification work)
1.001	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	26	cum	-	-
1.002	55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.	26	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	30	cum	-	-
1.004	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.	30	cum	-	-
1.005	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.	7,910	sqm	-	-
1.006	OD297812/2025-2026: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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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.Type A :- By Manual Means	7,910	sqm	-	-
1.007	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	74	cum	-	-
1.008	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.	55.5	cum	-	-
1.009	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	18.5	cum	-	-

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_1482516.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix -A -Reactive Maintenance (Initial rectification work)
1.001	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	26	cum	-	-
1.002	55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.	26	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	30	cum	-	-
1.004	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.	30	cum	-	-
1.005	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.	7,910	sqm	-	-
1.006	OD297812/2025-2026: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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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.Type A :- By Manual Means	7,910	sqm	-	-
1.007	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	74	cum	-	-
1.008	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.	55.5	cum	-	-
1.009	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	18.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix -A -Reactive Maintenance (Initial rectification work)

1.001

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

cum

1.002

55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.

cum

1.003

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

cum

1.004

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

1.005

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.

7,910

sqm

1.006

OD297812/2025-2026: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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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.Type A :- By Manual Means 

7,910

sqm

1.007

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

1.008

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.

55.5

cum

1.009

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

18.5

cum