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Civil Works - Roads

Project No.1098-27 -Post Office NSS Karayogam Cheriyil Kayal Varam Road Pulleri Bypass road, Tarring Side Concreting Re concreting Concreting Interlocking

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹28.7 LCloses: 5 Oct 2026

Timeline

Published24 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹28.7 L

EMD Value

₹50,000

Closing Date

5 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

SE, Kollam municipal corporation

Address

SE, Kollam municipal corporation

Work Description

Project No.1098-27 -Post Office NSS Karayogam Cheriyil Kayal Varam Road Pulleri Bypass road, Tarring Side Concreting Re concreting Concreting Interlocking

Tender Information

Tender ID

2026_LSGD_872381_22

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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

24 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

24 Sept 2026

Clarification Period

24 Sept 2026 - 5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Division 10 Anchalummoodu East
1.001	OD214588/2026-2027: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.	772.5	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.	11.25	cum	-	-
1.003	OD44980/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025	112.5	sqm	-	-
1.004	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)	78.62	cum	-	-
1.005	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)	49.5	cum	-	-
1.006	OD73487/2026-2027:Providing plain cement concrete for wearing coat CC 1:4:8 (1cement: 4 fine aggregate : 8 course aggregate)laid to required slope as required including compaction, finishing and tamping etc complete. Max size of course aggregate not exceeding 40mm, mixed in concrete mixer etc complete as per specification (Nominal mix 1:4:8)	18.98	cum	-	-
1.007	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	66	cum	-	-
1.008	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	660	sqm	-	-
1.009	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	660	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.26 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Tendernotice_4.pdf

PDF • 0.03 MB

Tendernotice_5.pdf

PDF • 0.17 MB

Tendernotice_6.pdf

PDF • 0.02 MB

Work Item Documents

BOQ_1479941.xls

BOQ • 0.31 MB

1098div10sbd.pdf

Tender Documents • 1.83 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Division 10 Anchalummoodu East
1.001	OD214588/2026-2027: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.	772.5	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.	11.25	cum	-	-
1.003	OD44980/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025	112.5	sqm	-	-
1.004	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)	78.62	cum	-	-
1.005	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)	49.5	cum	-	-
1.006	OD73487/2026-2027:Providing plain cement concrete for wearing coat CC 1:4:8 (1cement: 4 fine aggregate : 8 course aggregate)laid to required slope as required including compaction, finishing and tamping etc complete. Max size of course aggregate not exceeding 40mm, mixed in concrete mixer etc complete as per specification (Nominal mix 1:4:8)	18.98	cum	-	-
1.007	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	66	cum	-	-
1.008	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	660	sqm	-	-
1.009	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	660	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Division 10 Anchalummoodu East

1.001

OD214588/2026-2027: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.

772.5

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.

11.25

cum

1.003

OD44980/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025

112.5

sqm

1.004

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)

78.62

cum

1.005

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)

49.5

cum

1.006

OD73487/2026-2027:Providing plain cement concrete for wearing coat CC 1:4:8 (1cement: 4 fine aggregate : 8 course aggregate)laid to required slope as required including compaction, finishing and tamping etc complete. Max size of course aggregate not exceeding 40mm, mixed in concrete mixer etc complete as per specification (Nominal mix 1:4:8)

18.98

cum

1.007

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

cum

1.008

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

660

sqm

1.009

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

660

sqm