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Civil Works - Roads

GP PR NO.108/26-27- KIDANGIL IDAVAYAL ROAD WARD 10

Local Self Government Department

PAVITHRESWARAM | Kollam, Kerala

Amount: ₹3.4 LCloses: 14 Oct 20263d left

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Timeline

Published6 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,442

Closing Date

14 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER LID and EW PAVITHRESWARAM GP

Work Description

GP PR NO.108/26-27- KIDANGIL IDAVAYAL ROAD WARD 10

Tender Information

Tender ID

2026_LSGD_876281_14

Reference Number

03/AE/LID AND EW/PVM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

PAVITHRESWARAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDEVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹745

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,442

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

6 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	126	sqm	16.01	₹2,017.26
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.75	cum	66.84	₹1,052.73
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	18.9	cum	3,337.88	₹63,085.93
1.004	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)	18.9	cum	9,563.75	₹1,80,754.88
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)	9.45	cum	9,186.73	₹86,814.6
1.006	OD169591/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	7.56	cum	524.53	₹3,965.45

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Tendernotice_2.pdf

PDF • 0.06 MB

Tendernotice_3.pdf

PDF • 0.06 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.05 MB

PRE.pdf

Tender Documents • 0.08 MB

FRT.pdf

Tender Documents • 0.06 MB

AFF.pdf

Tender Documents • 0.06 MB

BOQ_1488536.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	126	sqm	16.01	₹2,017.26
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	15.75	cum	66.84	₹1,052.73
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	18.9	cum	3,337.88	₹63,085.93
1.004	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)	18.9	cum	9,563.75	₹1,80,754.88
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)	9.45	cum	9,186.73	₹86,814.6
1.006	OD169591/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	7.56	cum	524.53	₹3,965.45

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

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.

126

sqm

16.01

₹2,017.26

1.002

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

15.75

cum

66.84

₹1,052.73

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

18.9

cum

3,337.88

₹63,085.93

1.004

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)

18.9

cum

9,563.75

₹1,80,754.88

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)

9.45

cum

9,186.73

₹86,814.6

1.006

OD169591/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

7.56

cum

524.53

₹3,965.45