Kerala

Active

Works

Civil Works - Roads

Vengola GP ProNo.119/2026-27-ERUMANI PALLITHAZHAM SUVARNA KERALA SMARAKA CANAL PALAM ROAD AND ETTAMALAPPADY KARUVILLYPPADAM WARD 17

Local Self Government Department

VENGOLA | Ernakulam, Kerala

Amount: ₹8.5 LCloses: 29 Sept 2026Due tomorrow

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,175

Closing Date

29 Sept 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer ,

Address

Office of the Assistant Engineer, LID and EW Section, Vengola GP.

Work Description

Vengola GP ProNo.119/2026-27-ERUMANI PALLITHAZHAM SUVARNA KERALA SMARAKA CANAL PALAM ROAD AND ETTAMALAPPADY KARUVILLYPPADAM WARD 17

Tender Information

Tender ID

2026_LSGD_871535_2

Reference Number

04/AE/LID EW/VGLA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

VENGOLA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT .pdf (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE .pdf (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT .pdf (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM .pdf (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER .pdf (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE .pdf (.pdf)

RequiredFEE REMITTED DETAILS .pdf (.pdf)

RequiredSCANNED COPY OF LICENSE .pdf (.pdf)

RequiredSCANNED COPY OF GST pdf (.pdf)

RequiredTENDER SCHEDULE (BOQ) .XLS (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,175

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Clarification Period

22 Sept 2026 - 29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PERUMANI PALLITHAZHAM SUVARNA KERALA SMARAKA CANAL PALAM ROAD
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.	249	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	4.36	cum	-	-
1.003	OD53945/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	307.1	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)	2.93	cum	-	-
2ETTAMALAPPADI KAARUVILLIPADAM ROAD
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	45	cum	-	-
2.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.1	sqm	-	-
2.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.25	sqm	-	-
2.004	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	900	sqm	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.73 MB

BOQ_1477284.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PERUMANI PALLITHAZHAM SUVARNA KERALA SMARAKA CANAL PALAM ROAD
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.	249	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	4.36	cum	-	-
1.003	OD53945/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	307.1	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)	2.93	cum	-	-
2ETTAMALAPPADI KAARUVILLIPADAM ROAD
2.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	45	cum	-	-
2.002	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.1	sqm	-	-
2.003	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.25	sqm	-	-
2.004	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	900	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PERUMANI PALLITHAZHAM SUVARNA KERALA SMARAKA CANAL PALAM ROAD

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.

249

sqm

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

4.36

cum

1.003

OD53945/2026-2027:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.

307.1

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)

2.93

cum

2ETTAMALAPPADI KAARUVILLIPADAM ROAD

2.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

2.002

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

67.1

sqm

2.003

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

67.25

sqm

2.004

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

900

sqm