Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan-Chengannur Municipality Annual Plan 2026-27 Amballoor Clinc Vandimala Road Maintenance Ward 26-pro no 132-General Civil Work

Local Self Government Department

Chengannur Municipality | Alappuzha, Kerala

Amount: ₹3.8 LCloses: 29 Sept 2026Closed

Timeline

Published23 Sept 2026
Closed29 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids4 Oct 2026

#	Company	Amount	Rank	Status
1	MONSON ISSAC L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 \| NIRANAM \| PATHANAMTHITTA \| KERALA \| 689621	₹2.8 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	Biju S Pillai L2₹2.9 L+₹16,371.45 (5.92%)Admitted-Fee/PreQual/Technical/Finance	₹2.9 L+₹16,371.45 (5.92%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	MONSON ISSAC L1	Biju S Pillai L2
1.00Road Naveekaranam
1.00	OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	233.75	sqm	5.67 ₹1,325.36 Lowest	6.01 ₹1,404.84
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	17.53	cum	1,805.91 ₹31,659.41 Lowest	1,912.73 ₹33,532.07
1.00	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.06	cum	6,952.85 ₹2,43,787.78 Lowest	7,364.09 ₹2,58,207.09

Tender Value

₹3.8 L

EMD Value

₹9,518

Closing Date

29 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Rajeena B

Address

Office of the Assistant Engineer , Chengannur MunicipalitY

Work Description

Annual Plan-Chengannur Municipality Annual Plan 2026-27 Amballoor Clinc Vandimala Road Maintenance Ward 26-pro no 132-General Civil Work

Tender Information

Tender ID

2026_LSGD_871662_14

Reference Number

01/2026/AE/CGNRMLTY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chengannur Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹840

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,518

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Oct 2026

Published

23 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

23 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Naveekaranam
1.001	OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	233.75	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	17.53	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.06	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1478332.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1478332.xls

BOQ • 0.30 MB

preli.pdf

Tender Documents • 0.25 MB

affidavit.pdf

Tender Documents • 0.23 MB

fot.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 0.95 MB

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Company

MONSON ISSAC

L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance

BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621

Biju S Pillai

L2₹2.9 L+₹16,371.45 (5.92%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	MONSON ISSAC L1	Biju S Pillai L2
1.00Road Naveekaranam
1.00	OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	233.75	sqm	5.67 ₹1,325.36 Lowest	6.01 ₹1,404.84
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	17.53	cum	1,805.91 ₹31,659.41 Lowest	1,912.73 ₹33,532.07
1.00	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.06	cum	6,952.85 ₹2,43,787.78 Lowest	7,364.09 ₹2,58,207.09

Sl No

Description

Qty

Unit

MONSON ISSAC

Biju S Pillai

1.00Road Naveekaranam

1.00

OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller

233.75

sqm

5.67

₹1,325.36

Lowest

6.01

₹1,404.84

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

17.53

cum

1,805.91

₹31,659.41

Lowest

1,912.73

₹33,532.07

1.00

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

35.06

cum

6,952.85

₹2,43,787.78

Lowest

7,364.09

₹2,58,207.09

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Naveekaranam
1.001	OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	233.75	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	17.53	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	35.06	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Naveekaranam

1.001

OD95007/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller

233.75

sqm

1.002

17.53

cum

1.003

35.06

cum