Tender ID

Kerala

Financial Eval

Works

Civil Works - Others

DEPOSIT Rectification work Re tarring of Avanamcode canal bund road in ward 15 of Kalady Grama Panchayath General Civil Work

Irrigation Department

KALADY | Ernakulam, Kerala

Amount: ₹3.5 LCloses: 31 Oct 2026Closed

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Timeline

Published26 Oct 2026
Closed31 Oct 2026
Technical Evaluation5 Nov 2026
Financial Evaluation5 Nov 2026
Award—

Bids

Item Rate

2 Bids5 Nov 2026

#	Company	Amount	Rank	Status
1	WILSON THOMAS 1₹3.4 LAccepted-Finance	₹3.4 L	1	Accepted-Finance BEING L1 BIDDER
2	K. P. SIBY 2₹3.4 L+₹7,818.67 (2.33%)Accepted-Finance	₹3.4 L+₹7,818.67 (2.33%)	2	Accepted-Finance BEING L2 BIDDER

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	K. P. SIBY L2	WILSON THOMAS L1
1.00Appendix A
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	390	sqm	5.98 ₹2,332.2	5.85 ₹2,281.5 Lowest
1.00	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	1.6	cum	13,849.51 ₹22,159.22	13,534.29 ₹21,654.86 Lowest
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	29.25	cum	3,549.41 ₹1,03,820.24	3,468.63 ₹1,01,457.43 Lowest
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	390	sqm	94.27 ₹36,765.3	92.13 ₹35,930.7 Lowest
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.	540	sqm	18.29 ₹9,876.6	17.88 ₹9,655.2 Lowest
1.01	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.	540	sqm	202.72 ₹1,09,468.8	198.1 ₹1,06,974 Lowest
1.01	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	540	sqm	109.87 ₹59,329.8	107.37 ₹57,979.8 Lowest

Tender Value

₹3.5 L

EMD Value

₹8,850

Closing Date

31 Oct 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer MI SUBDIVISION ALUVA

Work Description

Rectification work Re tarring

Tender Information

Tender ID

2026_Irrig_882485_1

Reference Number

IRR/IA/TR/307/2026_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

₹785

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,850

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Nov 2026

Published

26 Oct 2026

Bid Opening

2 Nov 2026

Download Starts

26 Oct 2026

Download Ends

31 Oct 2026

Submission Starts

26 Oct 2026

Clarification Period

26 Oct 2026 - 31 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	390	sqm	-	-
1.002	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	1.6	cum	-	-
1.003	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	29.25	cum	-	-
1.004	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	390	sqm	-	-
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.	540	sqm	-	-
1.006	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.	540	sqm	-	-
1.007	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	540	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1502360.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

Preliminaryagmt.pdf

Tender Documents • 0.06 MB

PAY.pdf

Tender Documents • 0.04 MB

viewsbd.pdf

Tender Documents • 2.12 MB

BOQ_1502360.xls

BOQ • 0.30 MB

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Company

WILSON THOMAS

1₹3.4 LAccepted-Finance

K. P. SIBY

2₹3.4 L+₹7,818.67 (2.33%)Accepted-Finance

Sl No	Description	Qty	Unit	K. P. SIBY L2	WILSON THOMAS L1
1.00Appendix A
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	390	sqm	5.98 ₹2,332.2	5.85 ₹2,281.5 Lowest
1.00	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	1.6	cum	13,849.51 ₹22,159.22	13,534.29 ₹21,654.86 Lowest
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	29.25	cum	3,549.41 ₹1,03,820.24	3,468.63 ₹1,01,457.43 Lowest
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	390	sqm	94.27 ₹36,765.3	92.13 ₹35,930.7 Lowest
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.	540	sqm	18.29 ₹9,876.6	17.88 ₹9,655.2 Lowest
1.01	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.	540	sqm	202.72 ₹1,09,468.8	198.1 ₹1,06,974 Lowest
1.01	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	540	sqm	109.87 ₹59,329.8	107.37 ₹57,979.8 Lowest

Sl No

Description

Qty

Unit

K. P. SIBY

WILSON THOMAS

1.00Appendix A

1.00

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

390

sqm

5.98

₹2,332.2

5.85

₹2,281.5

Lowest

1.00

55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.

1.6

cum

13,849.51

₹22,159.22

13,534.29

₹21,654.86

Lowest

1.00

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

29.25

cum

3,549.41

₹1,03,820.24

3,468.63

₹1,01,457.43

Lowest

1.00

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

390

sqm

94.27

₹36,765.3

92.13

₹35,930.7

Lowest

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.

540

sqm

18.29

₹9,876.6

17.88

₹9,655.2

Lowest

1.01

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.

540

sqm

202.72

₹1,09,468.8

198.1

₹1,06,974

Lowest

1.01

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

540

sqm

109.87

₹59,329.8

107.37

₹57,979.8

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	390	sqm	-	-
1.002	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	1.6	cum	-	-
1.003	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	29.25	cum	-	-
1.004	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	390	sqm	-	-
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.	540	sqm	-	-
1.006	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.	540	sqm	-	-
1.007	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	540	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A

1.001

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

390

sqm

1.002

1.6

cum

1.003

29.25

cum

1.004

390

sqm

1.005

540

sqm

1.006

540

sqm

1.007

540

sqm