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Works

Civil Works - Roads

Pazhayannur GP - Vadakkethara lakshamveedu unnathi road (260/2026-27)

Local Self Government Department

Pazhayannur | Thrissur, Kerala

Amount: ₹3.8 LCloses: 14 Oct 202612 Oct 2026Due today

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Timeline

Published3 Oct 2026
Closes14 Oct 202612 Oct 2026
Bid Opening15 Oct 202614 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 13 Oct 2026Submission Ends:12 Oct 202614 Oct 2026

Date changes

Download Ends12 Oct 202614 Oct 2026Submission Ends12 Oct 202614 Oct 2026Bid Opening14 Oct 202615 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹9,533

Closing Date

14 Oct 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, LID EW Section, Pazhayannur

Work Description

Pazhayannur GP - Vadakkethara lakshamveedu unnathi road (260/2026-27)

Tender Information

Tender ID

2026_LSGD_875228_32

Reference Number

02/2026/AE/LIDEW/PZR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

Pazhayannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT and SBD (.pdf)

RequiredForm of Tender (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredIntegrity Pact Certificate (.pdf)

RequiredE Payment form (.pdf)

Fee & Financial Details

Tender Fee Amount

₹845

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,533

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

3 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

3 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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.	91	sqm	-	-
1.002	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.	883.4	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)	883.4	sqm	-	-
1.004	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	9	cum	-	-
1.005	OD148618/2026-2027:Supplying and fixing name board showing project details.Board fabricated on frame ISA25x25x5mm 60 cmx45 cm size, mounted on 32 mm dia ms pipe , lettering done on 1 mm thick ms sheet, also 8 mm dia rod spot welded as brackets top and bottom . The board is fixed at site with concrete 1:2:4 having 30x30x45 cm .Project details were lettered at painted surface, including all cost conveyance and all labour charges etc complete	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 • 0.04 MB

Work Item Documents

BOQ_1487076.xls

BOQ • 0.30 MB

sbd.pdf

Tender Documents • 1.73 MB

f.pdf

Tender Documents • 0.01 MB

p.pdf

Tender Documents • 0.02 MB

af.pdf

Tender Documents • 0.01 MB

ep.pdf

Tender Documents • 0.01 MB

ip.pdf

Tender Documents • 0.01 MB

Corrigendum Documents

Timeextension.pdf

PDF • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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.	91	sqm	-	-
1.002	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.	883.4	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)	883.4	sqm	-	-
1.004	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	9	cum	-	-
1.005	OD148618/2026-2027:Supplying and fixing name board showing project details.Board fabricated on frame ISA25x25x5mm 60 cmx45 cm size, mounted on 32 mm dia ms pipe , lettering done on 1 mm thick ms sheet, also 8 mm dia rod spot welded as brackets top and bottom . The board is fixed at site with concrete 1:2:4 having 30x30x45 cm .Project details were lettered at painted surface, including all cost conveyance and all labour charges etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring

1.001

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.

sqm

1.002

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.

883.4

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)

883.4

sqm

1.004

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

cum

1.005

OD148618/2026-2027:Supplying and fixing name board showing project details.Board fabricated on frame ISA25x25x5mm 60 cmx45 cm size, mounted on 32 mm dia ms pipe , lettering done on 1 mm thick ms sheet, also 8 mm dia rod spot welded as brackets top and bottom . The board is fixed at site with concrete 1:2:4 having 30x30x45 cm .Project details were lettered at painted surface, including all cost conveyance and all labour charges etc complete

each