Kerala

Financial BO

Works

Civil Works - Roads

MATHUR GP 2026 2027 T H E K K E P A L L I K K A D R O A D MAINTANANCE P 69-

Local Self Government Department

MATHUR GP | Palakkad, Kerala

Amount: ₹3.4 LCloses: 14 Sept 2026Closed

Timeline

Published3 Sept 2026
Closed14 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids16 Sept 2026

#	Company	Amount	Rank	Status
1	pwd contractor L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance	₹3.4 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	PRAKASAN.V L2₹3.8 L+₹40,043.01 (11.8%)Admitted-Fee/PreQual/Technical/Finance	₹3.8 L+₹40,043.01 (11.8%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	PRAKASAN.V L2	pwd contractor L1
1.00concrete
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	26.4	cum	78.69 ₹2,077.42	66.84 ₹1,764.58 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	10.56	cum	4,011.56 ₹42,362.07	3,337.88 ₹35,248.01 Lowest
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)	31.54	cum	10,598 ₹3,34,218.53	9,563.75 ₹3,01,602.42 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,465

Closing Date

14 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer Mathur GP

Address

Assistant Engineer ,LIDEW ,Mathur GP

Work Description

T H E K K E P A L L I K K A D R O A D MAINTANANCE IN MATHUR GP

Tender Information

Tender ID

2026_LSGD_867378_1

Reference Number

69/2026-27/AE/LSGD/MTR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

MATHUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredCONTRACTOR LICENSE ,GST REGISTRATION ,PAN CARD (.pdf)

RequiredSBD (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,465

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Sept 2026

Published

3 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

3 Sept 2026

Download Ends

14 Sept 2026

Submission Starts

3 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	26.4	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	10.56	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)	31.54	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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 • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.27 MB

fot.pdf

Tender Documents • 0.24 MB

affidavit.pdf

Tender Documents • 0.23 MB

preliminaryagree.pdf

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Company

pwd contractor

L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance

PRAKASAN.V

L2₹3.8 L+₹40,043.01 (11.8%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	PRAKASAN.V L2	pwd contractor L1
1.00concrete
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	26.4	cum	78.69 ₹2,077.42	66.84 ₹1,764.58 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	10.56	cum	4,011.56 ₹42,362.07	3,337.88 ₹35,248.01 Lowest
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)	31.54	cum	10,598 ₹3,34,218.53	9,563.75 ₹3,01,602.42 Lowest

Sl No

Description

Qty

Unit

PRAKASAN.V

pwd contractor

1.00concrete

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

26.4

cum

78.69

₹2,077.42

66.84

₹1,764.58

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

10.56

cum

4,011.56

₹42,362.07

3,337.88

₹35,248.01

Lowest

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)

31.54

cum

10,598

₹3,34,218.53

9,563.75

₹3,01,602.42

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	26.4	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	10.56	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)	31.54	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1concrete

1.001

26.4

cum

1.002

10.56

cum

1.003

31.54

cum