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Civil Works - Roads

Proj no 86-26-27 NETHAJI ROAD MAINTENANCE IN WARD 3-AT KADAPPURAM GP

Local Self Government Department

AE LSGD KADAPPURAM | Thrissur, Kerala

Amount: ₹4.7 LCloses: 27 Oct 2026

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Timeline

Published16 Oct 2026
Closes27 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹4.7 L

EMD Value

₹11,647

Closing Date

27 Oct 2026, 1:00 pm

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD KADAPPURAM

Work Description

Proj no 86-26-27 NETHAJI ROAD MAINTENANCE IN WARD 3-AT KADAPPURAM GP

Tender Information

Tender ID

2026_LSGD_879566_1

Reference Number

1ET/AE/LSGD/KDPM-86/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

AE LSGD KADAPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredBOQ (.xls)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,030

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,647

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

16 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	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.	83.16	sqm	-	-
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.	1,080	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)	1,080	sqm	-	-
1.004	OD137999/2026-2027:Name board	1	1 nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD86.pdf

Tender Documents • 1.73 MB

BOQ_1495367.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	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.	83.16	sqm	-	-
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.	1,080	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)	1,080	sqm	-	-
1.004	OD137999/2026-2027:Name board	1	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

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.

83.16

sqm

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.

1,080

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)

1,080

sqm

1.004

OD137999/2026-2027:Name board

1 nos