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947/26-27 DIVISION 40 GURUMANDIRAM AMBOOKAVU ROAD AND AMBOOKAVU BYLANE INTERLOCK AND DRAIN CONSTRUCTION

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹28.8 LCloses: 5 Oct 2026

Timeline

Published24 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹28.8 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

947/26-27 DIVISION 40 GURUMANDIRAM AMBOOKAVU ROAD AND AMBOOKAVU BYLANE INTERLOCK AND DRAIN CONSTRUCTION

Tender Information

Tender ID

2026_LSGD_872381_2

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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
1.001	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	52.15	cum	-	-
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.	9.6	cum	-	-
1.003	OD126909/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	37.28	cum	-	-
1.004	OD126910/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavement having thickness 60mm as per drawings and Technical Specification clause 1504 [modified 6.7.1]	227.87	sqm	-	-
1.005	OD126911/2026-2027:Interlocking concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification clause 1504	240.9	sqm	-	-
1.006	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)	6.7	cum	-	-
2Drain
2.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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	8.07	cum	-	-
2.002	2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar	4.73	cum	-	-

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_1479474.xls

BOQ • 0.31 MB

947div40sbd.pdf

Tender Documents • 2.54 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
1.001	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	52.15	cum	-	-
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.	9.6	cum	-	-
1.003	OD126909/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	37.28	cum	-	-
1.004	OD126910/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavement having thickness 60mm as per drawings and Technical Specification clause 1504 [modified 6.7.1]	227.87	sqm	-	-
1.005	OD126911/2026-2027:Interlocking concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification clause 1504	240.9	sqm	-	-
1.006	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)	6.7	cum	-	-
2Drain
2.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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	8.07	cum	-	-
2.002	2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar	4.73	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlocking

1.001

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

52.15

cum

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.

9.6

cum

1.003

OD126909/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

37.28

cum

1.004

OD126910/2026-2027:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavement having thickness 60mm as per drawings and Technical Specification clause 1504 [modified 6.7.1]

227.87

sqm

1.005

OD126911/2026-2027:Interlocking concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification clause 1504

240.9

sqm

1.006

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)

6.7

cum

2Drain

2.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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

8.07

cum

2.002

2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar

4.73

cum