Kerala

To Be Opened

Works

Civil Works - Roads

112/2026-27 Thalavettampara Society Road Improvement in Ward 6 Ayiloor GP

Local Self Government Department

Ayiloor GP | Palakkad, Kerala

Amount: ₹1.7 LCloses: 12 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹4,229

Closing Date

12 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Asst Engineer LID EW Section Ayiloor GP

Work Description

112/2026-27 Thalavettampara Society Road Improvement in Ward 6 Ayiloor GP

Tender Information

Tender ID

2026_LSGD_875803_4

Reference Number

01/ETR/AE/LID EW/AYILOOR/T1/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Ayiloor GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ (.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

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,229

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RETARRING
1.001	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	213	sqm	-	-
1.002	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)	213	sqm	-	-
1.003	OD169943/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	1.8	cum	-	-
1.004	OD184747/2026-2027:Name board	1	1 nos	-	-
2Interlocking
2.001	OD169955/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	50.4	sqm	-	-
2.002	OD174784/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel	3.78	cum	-	-
2.003	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	50.4	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 • 0.68 MB

Tendernotice_2.pdf

PDF • 0.13 MB

Tendernotice_3.pdf

PDF • 0.12 MB

Work Item Documents

BOQ_1487077.xls

BOQ • 0.30 MB

PREL.pdf

Tender Documents • 0.26 MB

AFF.pdf

Tender Documents • 0.23 MB

FT.pdf

Tender Documents • 0.25 MB

NSBD.pdf

Tender Documents • 3.78 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
1RETARRING
1.001	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	213	sqm	-	-
1.002	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)	213	sqm	-	-
1.003	OD169943/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	1.8	cum	-	-
1.004	OD184747/2026-2027:Name board	1	1 nos	-	-
2Interlocking
2.001	OD169955/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	50.4	sqm	-	-
2.002	OD174784/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel	3.78	cum	-	-
2.003	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	50.4	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RETARRING

1.001

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

213

sqm

1.002

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)

213

sqm

1.003

OD169943/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.

1.8

cum

1.004

OD184747/2026-2027:Name board

1 nos

2Interlocking

2.001

OD169955/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

50.4

sqm

2.002

OD174784/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel

3.78

cum

2.003

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.

50.4

sqm