Kerala

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Works

Civil Works - Roads

Annual Plan 2026 -27 Odupara Kunnakkattuthodi Road protection in Vilayur GP Proj No 66/26-27

Local Self Government Department

Vilayur GP | Palakkad, Kerala

Amount: ₹3.4 LCloses: 26 Sept 202625 Sept 2026Closed

Timeline

Published16 Sept 2026
Closed26 Sept 202625 Sept 2026
Bid Opening28 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 26 Sept 2026Submission Ends:25 Sept 202626 Sept 2026

Date changes

Download Ends25 Sept 202626 Sept 2026Submission Ends25 Sept 202626 Sept 2026

Tender Value

₹3.4 L

EMD Value

₹8,474

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

Office of AE Vilayur GP

Work Description

Odupara Kunnakkattuthodi Road protection in Vilayur GP

Tender Information

Tender ID

2026_LSGD_870445_1

Reference Number

01/2026/AE/LIDEW/VLR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Vilayur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSIGNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF LICENCE AADHAR PAN GST REGISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

EMD Fee Amount

₹8,474

Important Dates

Last Activity

26 Sept 2026

Published

16 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

16 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Re-taring
1.001	OD34576/2026-2027:Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of bitumen using 36mm departmental broken stone and compacting with a power roller to get a compacted surface.	5.43	cum	-	-
1.002	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.	388.6	sqm	-	-
1.003	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)	388.6	sqm	-	-
1.004	OD34603/2026-2027:Man Mazdoor for clearing overgrown vegetation and clearing drainage	1	Day	-	-
2Irish drain
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	15.08	cum	-	-
2.002	OD188990/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-basc 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	6.03	cum	-	-
2.003	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)	11.84	cum	-	-
2.004	OD34589/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

66nitsbd.pdf

Tender Documents • 1.88 MB

BOQ_1474868.xls

BOQ • 0.30 MB

Corrigendum Documents

corrigendumsept.pdf

PDF • 0.34 MB

corrigandumsep.pdf

PDF • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Re-taring
1.001	OD34576/2026-2027:Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of bitumen using 36mm departmental broken stone and compacting with a power roller to get a compacted surface.	5.43	cum	-	-
1.002	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.	388.6	sqm	-	-
1.003	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)	388.6	sqm	-	-
1.004	OD34603/2026-2027:Man Mazdoor for clearing overgrown vegetation and clearing drainage	1	Day	-	-
2Irish drain
2.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	15.08	cum	-	-
2.002	OD188990/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-basc 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	6.03	cum	-	-
2.003	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)	11.84	cum	-	-
2.004	OD34589/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Re-taring

1.001

OD34576/2026-2027:Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of bitumen using 36mm departmental broken stone and compacting with a power roller to get a compacted surface.

5.43

cum

1.002

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.

388.6

sqm

1.003

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)

388.6

sqm

1.004

OD34603/2026-2027:Man Mazdoor for clearing overgrown vegetation and clearing drainage

Day

2Irish drain

2.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

15.08

cum

2.002

OD188990/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-basc 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

6.03

cum

2.003

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)

11.84

cum

2.004

OD34589/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete

each