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1136/27-DIV-8 NEERAVIL ARAYANTE MUKK EMS ROAD THADEKKAD JAYANTHI COLONY ROAD CHENETH MALAYIL HANDRAIL VELIPPATTIL BYPASS ROAD VAZHAPPALLI SISUVIHAR ROAD INTERLOCKING CONCRETING HANDRAIL CONSTRUCTION

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹28.8 LCloses: 8 Oct 20267d left

Timeline

Published29 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

1136/27-DIV-8 NEERAVIL ARAYANTE MUKK EMS ROAD THADEKKAD JAYANTHI COLONY ROAD CHENETH MALAYIL HANDRAIL VELIPPATTIL BYPASS ROAD VAZHAPPALLI SISUVIHAR ROAD INTERLOCKING CONCRETING HANDRAIL CONSTRUCTION

Tender Information

Tender ID

2026_LSGD_874266_9

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

29 Sept 2026

Published

29 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Clarification Period

29 Sept 2026 - 8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Neeravil 8
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.	411	sqm	-	-
1.002	OD215168/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.,all kind of soil	110	per sqm	-	-
1.003	2.15: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	53.75	cum	-	-
1.004	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.	175.97	cum	-	-
1.005	OD66391/2026-2027: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	1,393.25	sqm	-	-
1.006	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)	23.6	cum	-	-
1.007	OD66692/2026-2027:RelayingInterlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025	366.45	sqm	-	-
1.008	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	1.89	cum	-	-
1.009	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	1.89	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.02 MB

Tendernotice_4.pdf

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Tendernotice_5.pdf

PDF • 0.17 MB

Tendernotice_6.pdf

PDF • 0.02 MB

Work Item Documents

BOQ_1484140.xls

BOQ • 0.31 MB

1136div8sbd.pdf

Tender Documents • 2.37 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Neeravil 8
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.	411	sqm	-	-
1.002	OD215168/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.,all kind of soil	110	per sqm	-	-
1.003	2.15: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	53.75	cum	-	-
1.004	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.	175.97	cum	-	-
1.005	OD66391/2026-2027: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	1,393.25	sqm	-	-
1.006	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)	23.6	cum	-	-
1.007	OD66692/2026-2027:RelayingInterlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025	366.45	sqm	-	-
1.008	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	1.89	cum	-	-
1.009	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	1.89	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Neeravil 8

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

411

sqm

1.002

OD215168/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.,all kind of soil

110

per sqm

1.003

2.15: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

53.75

cum

1.004

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.

175.97

cum

1.005

OD66391/2026-2027: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

1,393.25

sqm

1.006

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)

23.6

cum

1.007

OD66692/2026-2027:RelayingInterlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.-2025

366.45

sqm

1.008

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

1.89

cum

1.009

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

1.89

cum