Kerala

Active

Works

Civil Works - Roads

157/2026-27-Keezhavoor Suntech Road Renovation in Andoorkonam Gp

Local Self Government Department

Office of the The Assistant Executive Engineer, L | Thiruvananthapuram, Kerala

Amount: ₹5.9 LCloses: 17 Oct 202612 Oct 20262d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published3 Oct 2026
Closes17 Oct 202612 Oct 2026
Bid Opening19 Oct 202614 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 14 Oct 2026Submission Ends:12 Oct 202617 Oct 2026

Date changes

Download Ends12 Oct 202617 Oct 2026Submission Ends12 Oct 202617 Oct 2026Bid Opening14 Oct 202619 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,828

Closing Date

17 Oct 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

VISHNU MOHAN

Address

Office of the AEE, Pothencode Block Panchayath

Work Description

157/2026-27-Keezhavoor Suntech Road Renovation in Andoorkonam Gp

Tender Information

Tender ID

2026_LSGD_875182_1

Reference Number

157/A1/LIDEW/PTKD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

Office of the The Assistant Executive Engineer, L

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,828

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

3 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

3 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)	143.23	sqm	-	-
1.002	5.2.1a:Tack Coat 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.	980	sqm	-	-
1.003	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	980	sqm	-	-
1.004	OD164042/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and removal of rubbish etc in all kinds of soil. (Derived from DAR 2.28.1)	153.6	sqm	-	-
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)	15.36	cum	-	-
1.006	OD163845/2026-2027:Suppling and fitting Name board of size 60x60 cm installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site .	1	each	-	-

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 • 0.05 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1486613.xls

BOQ • 0.30 MB

BID157.pdf

Tender Documents • 1.87 MB

157FORMOFTENDER.pdf

Tender Documents • 0.36 MB

157PREAGREEMENT.pdf

Tender Documents • 0.38 MB

157AFFIDAVIT.pdf

Tender Documents • 0.36 MB

Corrigendum Documents

corrigendum.PDF

PDF • 0.07 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
1Road maintenance
1.001	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)	143.23	sqm	-	-
1.002	5.2.1a:Tack Coat 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.	980	sqm	-	-
1.003	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	980	sqm	-	-
1.004	OD164042/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and removal of rubbish etc in all kinds of soil. (Derived from DAR 2.28.1)	153.6	sqm	-	-
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)	15.36	cum	-	-
1.006	OD163845/2026-2027:Suppling and fitting Name board of size 60x60 cm installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site .	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

143.23

sqm

1.002

5.2.1a:Tack Coat 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.

980

sqm

1.003

75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)

980

sqm

1.004

OD164042/2026-2027:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and removal of rubbish etc in all kinds of soil. (Derived from DAR 2.28.1)

153.6

sqm

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)

15.36

cum

1.006

OD163845/2026-2027:Suppling and fitting Name board of size 60x60 cm installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site .

each