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Civil Works - Roads

1093/2027-Renovation of SNG nagar Nambidisseri bypass road and byroads in division 33 of Vadakkevila zonal

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹24.1 LCloses: 8 Oct 20267d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹24.1 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

1093/2027-Renovation of SNG nagar Nambidisseri bypass road and byroads in division 33 of Vadakkevila zonal

Tender Information

Tender ID

2026_LSGD_874266_31

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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1interlocking
1.001	OD209326/2026-2027:Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift up-to 3m and lead up-to 1000m as per Technical Specification Clause 301.4	1,160	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. <br>(ii) Using Gravel mix soil.	108.96	cum	-	-
1.003	OD210375/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504	1,089.6	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)	12.53	cum	-	-
2INTERLOCK
2.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	25.08	cum	-	-
2.002	OD209334/2026-2027:Construction of granular sub-base by spreading local spreading in uniform layers manually on prepared surface and compac?ng manually to achieve desired density as per direc?on in charge	50.15	cum	-	-
2.003	OD215955/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504	501.5	sqm	-	-
2.004	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)	15.61	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 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_1484853.xls

BOQ • 0.30 MB

1093div33sbd.pdf

Tender Documents • 4.69 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1interlocking
1.001	OD209326/2026-2027:Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift up-to 3m and lead up-to 1000m as per Technical Specification Clause 301.4	1,160	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. <br>(ii) Using Gravel mix soil.	108.96	cum	-	-
1.003	OD210375/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504	1,089.6	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)	12.53	cum	-	-
2INTERLOCK
2.001	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	25.08	cum	-	-
2.002	OD209334/2026-2027:Construction of granular sub-base by spreading local spreading in uniform layers manually on prepared surface and compac?ng manually to achieve desired density as per direc?on in charge	50.15	cum	-	-
2.003	OD215955/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504	501.5	sqm	-	-
2.004	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)	15.61	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1interlocking

1.001

OD209326/2026-2027:Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift up-to 3m and lead up-to 1000m as per Technical Specification Clause 301.4

1,160

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. <br>(ii) Using Gravel mix soil.

108.96

cum

1.003

OD210375/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504

1,089.6

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)

12.53

cum

2INTERLOCK

2.001

2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete

25.08

cum

2.002

OD209334/2026-2027:Construction of granular sub-base by spreading local spreading in uniform layers manually on prepared surface and compac?ng manually to achieve desired density as per direc?on in charge

50.15

cum

2.003

OD215955/2026-2027:Interlocking concrete block pavement providing and laying interlocking concrete block pavement having thickness 80mm M 30 Hydraulic block over a 50mm average thickness layer of 6mm stone aggregrate as per drawings and technical specification clause 1504

501.5

sqm

2.004

15.61

cum