Tender ID

Kerala

Financial BO

Works

Civil Works - Others

DEPOSIT Rectification work Retarring of Avanamcode Pump house road balance portion in ward 11 of Kalady Grama Panchayath General Civil Work

Irrigation Department

KALADY | Ernakulam, Kerala

Amount: ₹3.0 LCloses: 2 Nov 20262 Nov 2026Closed

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Timeline

Published27 Oct 2026
Closed2 Nov 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids3 Nov 2026

#	Company	Amount	Rank	Status
1	WILSON THOMAS L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance	₹3.0 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	P V BABYCHAN L2₹3.0 L+₹3,751.63 (1.25%)Admitted-Fee/PreQual/Technical/Finance	₹3.0 L+₹3,751.63 (1.25%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	P V BABYCHAN L2	WILSON THOMAS L1
1.00Appendix A Retarring of road
1.00	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.	880.66	sqm	20 ₹17,613.26	18.84 ₹16,591.69 Lowest
1.00	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	880.66	sqm	210 ₹1,84,939.23	208.77 ₹1,83,856.01 Lowest
1.00	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	880.66	sqm	115 ₹1,01,276.25	113.13 ₹99,629.41 Lowest

Corrigenda

Corrigendum

1 updatesLatest on 2 Nov 2026Submission Ends:2 Nov 20262 Nov 2026

Date changes

Download Ends2 Nov 20262 Nov 2026Clarification Ends2 Nov 20262 Nov 2026Submission Ends2 Nov 20262 Nov 2026

Tender Value

₹3.0 L

EMD Value

₹7,502

Closing Date

2 Nov 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer MI SUBDIVISION ALUVA

Work Description

Rectification work Retarring

Tender Information

Tender ID

2026_Irrig_882710_1

Reference Number

IRR/IA/TR/214/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

KALADY

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 FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredE- PAYMENT REQUISITION FORM (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredCONTRACTORS LICENSE (.pdf)

RequiredAFFIDAVIT, FORM OF TENDER (.pdf)

RequiredCOPY OF GST REGISTRATION (.pdf)

RequiredBID DOCUMENT (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹665

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,502

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2026

Published

27 Oct 2026

Bid Opening

3 Nov 2026

Download Starts

27 Oct 2026

Download Ends

2 Nov 2026

Submission Starts

27 Oct 2026

Clarification Period

27 Oct 2026 - 2 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Retarring of road
1.001	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.	880.66	sqm	-	-
1.002	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	880.66	sqm	-	-
1.003	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	880.66	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1502838.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

PAY.pdf

Tender Documents • 0.04 MB

Preliminaryagmt.pdf

Tender Documents • 0.06 MB

viewsbd.pdf

Tender Documents • 2.12 MB

BOQ_1502838.xls

BOQ • 0.30 MB

Corrigendum Documents

SBID.pdf

PDF • 0.17 MB

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Company

WILSON THOMAS

L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance

P V BABYCHAN

L2₹3.0 L+₹3,751.63 (1.25%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	P V BABYCHAN L2	WILSON THOMAS L1
1.00Appendix A Retarring of road
1.00	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.	880.66	sqm	20 ₹17,613.26	18.84 ₹16,591.69 Lowest
1.00	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	880.66	sqm	210 ₹1,84,939.23	208.77 ₹1,83,856.01 Lowest
1.00	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	880.66	sqm	115 ₹1,01,276.25	113.13 ₹99,629.41 Lowest

Sl No

Description

Qty

Unit

P V BABYCHAN

WILSON THOMAS

1.00Appendix A Retarring of road

1.00

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.

880.66

sqm

₹17,613.26

18.84

₹16,591.69

Lowest

1.00

5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.

880.66

sqm

210

₹1,84,939.23

208.77

₹1,83,856.01

Lowest

1.00

5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm

880.66

sqm

115

₹1,01,276.25

113.13

₹99,629.41

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Retarring of road
1.001	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.	880.66	sqm	-	-
1.002	5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.	880.66	sqm	-	-
1.003	5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm	880.66	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Retarring of road

1.001

880.66

sqm

1.002

880.66

sqm

1.003

880.66

sqm