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1104/2025-26-Kollam corporation -Eravipuram Zonal - venpalakara valathugal road, pinnakal mosk food path road thachankulam kalarivathukkal thottakadu road renovation divsion-37

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹28.8 LCloses: 8 Oct 20267d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹28.8 L

EMD Value

₹50,000

Closing Date

8 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

SE, Kollam municipal corporation

Address

SE, Kollam municipal corporation

Work Description

1104/2025-26-Kollam corporation -Eravipuram Zonal - venpalakara valathugal road, pinnakal mosk food path road thachankulam kalarivathukkal thottakadu road renovation divsion-37

Tender Information

Tender ID

2026_LSGD_874266_34

Reference Number

PC4/1324148/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kollam Municipal Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITIES OR BOQ (.xls)

RequiredSIGNED COPY OF SBD (.pdf)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT FORM,FORM OF INTEGRITY PACT (.pdf)

RequiredSIGNED COPY OF TENDER FORM (.pdf)

RequiredSIGNED COPY OF LISCENSE,GST REGISTRATION ETC. (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,670

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

30 Sept 2026

Clarification Period

30 Sept 2026 - 8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of road
1.001	OD226195/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	824.35	sqm	-	-
1.002	OD41146/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m , stacking serviceable and unserviceable materials separately.	7.34	cum	-	-
1.003	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.	94.19	cum	-	-
1.004	OD41155/2026-2027:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mm as per drawing and technical Specification clause 1504	941.85	sqm	-	-
1.005	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)	5.26	cum	-	-
1.006	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)	39.49	cum	-	-
2Retarring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	119.66	sqm	-	-
2.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,120	sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

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Work Item Documents

1104div37sbd.pdf

Tender Documents • 2.62 MB

BOQ_1484905.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of road
1.001	OD226195/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	824.35	sqm	-	-
1.002	OD41146/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m , stacking serviceable and unserviceable materials separately.	7.34	cum	-	-
1.003	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.	94.19	cum	-	-
1.004	OD41155/2026-2027:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mm as per drawing and technical Specification clause 1504	941.85	sqm	-	-
1.005	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)	5.26	cum	-	-
1.006	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)	39.49	cum	-	-
2Retarring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	119.66	sqm	-	-
2.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,120	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of road

1.001

OD226195/2026-2027:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

824.35

sqm

1.002

OD41146/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m , stacking serviceable and unserviceable materials separately.

7.34

cum

1.003

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.

94.19

cum

1.004

OD41155/2026-2027:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mm as per drawing and technical Specification clause 1504

941.85

sqm

1.005

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)

5.26

cum

1.006

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)

39.49

cum

2Retarring

2.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

119.66

sqm

2.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,120

sqm