Kerala

Financial BO

Works

Civil Works - Roads

215/KKA/26-27/Kizhakke manappuram road maintenance ward 14

Local Self Government Department

Kunnukara | Ernakulam, Kerala

Amount: ₹1.4 LCloses: 18 Sept 202618 Sept 2026Closed

Timeline

Published11 Sept 2026
Closed18 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids22 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	BINU.V.G L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance	-0.58%	₹1.3 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	Simnesh ms L2₹1.4 L+₹770.83 (0.57%)Admitted-Fee/PreQual/Technical/Finance	-0.01%	₹1.4 L+₹770.83 (0.57%)	L2	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 18 Sept 2026Submission Ends:18 Sept 202618 Sept 2026

Date changes

Download Ends18 Sept 202618 Sept 2026Submission Ends18 Sept 202618 Sept 2026Bid Opening19 Sept 202622 Sept 2026

Tender Value

₹1.4 L

EMD Value

₹3,381

Closing Date

18 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

AE Kunnukara

Address

AE Kunnukara

Work Description

215/KKA/26-27/Kizhakke manappuram road maintenance ward 14

Tender Information

Tender ID

2026_LSGD_869170_1

Reference Number

10/AE/LIDEW/KKA/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Kunnukara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredpreliminary agreement duly filed and signed by contractor (.pdf)

Requiredaffidavit and e payment form (.pdf)

Requiredintegrity pact and form of tender (.pdf)

Requiredbid fee and bid security remittance (.pdf)

Requiredcontractors licence (.pdf)

RequiredBOQ (.xls)

RequiredSBD with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,381

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

11 Sept 2026

Bid Opening

22 Sept 2026

Download Starts

11 Sept 2026

Download Ends

18 Sept 2026

Submission Starts

11 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenance work Kizhakke manappuram
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	6.53	cum	441.5	₹2,882.11
1.002	OD130426/2026-2027:DRY RUBBLE MASONRY	11.39	cum	4,160.22	₹47,384.91
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.68	cum	9,554.21	₹6,496.86
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	1,00,437.31	₹4,117.93
1.005	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	36	sqm	16.01	₹576.36
1.006	OD154616/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade ( Details of cost for 300 cum)	9	cum	1,822.7	₹16,404.3
1.007	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	3.6	cum	3,337.88	₹12,016.37
1.008	OD130425/2026-2027:Providing and laying 80mm thick factory made cement concrete INTERLOCKING PAVAER BLOCK OF M 40 grade made by block machine with strong vibratory compaction of approved size design&shape laid in required colour &pattern over 50mm thick compacted bed of approved cushion metal, compacting and proper embedding /laying of interlocking paver blocks into the metal bedding layer through vibratory compsction by using plate vibrator,and cutting of paver blocks as per required size and pattern ,finishing and sweeping extra sand in light traffic parking etc as per manufacturer's specification &direction of Engineer in charge.	36	1 sqm	1,160.33	₹41,771.88
1.009	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	0.39	cum	9,186.73	₹3,582.82

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1472281.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

BOQ_1472281.xls

BOQ • 0.31 MB

kizhakkemanapuramSBD.pdf

Tender Documents • 1.67 MB

Corrigendum Documents

timeextension.pdf

PDF • 0.07 MB

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Company

BINU.V.G

L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance

Simnesh ms

L2₹1.4 L+₹770.83 (0.57%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1maintenance work Kizhakke manappuram
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	6.53	cum	441.5	₹2,882.11
1.002	OD130426/2026-2027:DRY RUBBLE MASONRY	11.39	cum	4,160.22	₹47,384.91
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.68	cum	9,554.21	₹6,496.86
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	1,00,437.31	₹4,117.93
1.005	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	36	sqm	16.01	₹576.36
1.006	OD154616/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade ( Details of cost for 300 cum)	9	cum	1,822.7	₹16,404.3
1.007	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	3.6	cum	3,337.88	₹12,016.37
1.008	OD130425/2026-2027:Providing and laying 80mm thick factory made cement concrete INTERLOCKING PAVAER BLOCK OF M 40 grade made by block machine with strong vibratory compaction of approved size design&shape laid in required colour &pattern over 50mm thick compacted bed of approved cushion metal, compacting and proper embedding /laying of interlocking paver blocks into the metal bedding layer through vibratory compsction by using plate vibrator,and cutting of paver blocks as per required size and pattern ,finishing and sweeping extra sand in light traffic parking etc as per manufacturer's specification &direction of Engineer in charge.	36	1 sqm	1,160.33	₹41,771.88
1.009	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	0.39	cum	9,186.73	₹3,582.82

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1maintenance work Kizhakke manappuram

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

6.53

cum

441.5

₹2,882.11

1.002

OD130426/2026-2027:DRY RUBBLE MASONRY

11.39

cum

4,160.22

₹47,384.91

1.003

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

0.68

cum

9,554.21

₹6,496.86

1.004

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.04

tonne

1,00,437.31

₹4,117.93

1.005

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

16.01

₹576.36

1.006

OD154616/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade ( Details of cost for 300 cum)

cum

1,822.7

₹16,404.3

1.007

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

3.6

cum

3,337.88

₹12,016.37

1.008

OD130425/2026-2027:Providing and laying 80mm thick factory made cement concrete INTERLOCKING PAVAER BLOCK OF M 40 grade made by block machine with strong vibratory compaction of approved size design&shape laid in required colour &pattern over 50mm thick compacted bed of approved cushion metal, compacting and proper embedding /laying of interlocking paver blocks into the metal bedding layer through vibratory compsction by using plate vibrator,and cutting of paver blocks as per required size and pattern ,finishing and sweeping extra sand in light traffic parking etc as per manufacturer's specification &direction of Engineer in charge.

1 sqm

1,160.33

₹41,771.88

1.009

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

0.39

cum

9,186.73

₹3,582.82