Kerala

To Be Opened

Works

Civil Works - Roads

OTTOOR GP 26 27 PROJ NO 124 PRESIDENT JN PONGARAKULAM KAVUVILA ROAD MAINTENANACE

Local Self Government Department

OTTOOR | Thiruvananthapuram, Kerala

Amount: ₹6.8 LCloses: 4 Jul 2026Closed

Timeline

Published26 Jun 2026
Closed4 Jul 2026
Bid Opening6 Jul 2026

Tender Value

₹6.8 L

EMD Value

₹16,931

Closing Date

4 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER LIDEW OTTOOR GP

Address

The Assistant Engineer, LSGD Section, Ottoor Grama Panchayat

Work Description

OTTOOR GP 26 27 PROJ NO 124 PRESIDENT JN PONGARAKULAM KAVUVILA ROAD MAINTENANACE

Tender Information

Tender ID

2026_LSGD_857337_8

Reference Number

01/AE/LSGD/TNDR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

OTTOOR

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredEPAYMENT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,931

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Jun 2026

Published

26 Jun 2026

Bid Opening

6 Jul 2026

Download Starts

26 Jun 2026

Download Ends

4 Jul 2026

Submission Starts

26 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PONGARAKULAM KAVUVILA ROAD MAINTENANCE WARD 3
1.001	5.5.A.1a:Modified Penetration Macadam 50 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.	-	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.	-	sqm	-	-
1.003	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	-	-
1.004	OD38481/2026-2027:Patch work for re concrete providing Plain/reinforced cement concrete in base substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 For height upto 5 m I. P.C.C grade M 10 (i) Nominal mix (1:3:6)	-	cum	-	-
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)	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1449383.xls

BOQ • 0.22 MB

prelimin1.pdf

Tender Documents • 0.26 MB

fot.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PONGARAKULAM KAVUVILA ROAD MAINTENANCE WARD 3
1.001	5.5.A.1a:Modified Penetration Macadam 50 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.	-	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.	-	sqm	-	-
1.003	5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)	-	sqm	-	-
1.004	OD38481/2026-2027:Patch work for re concrete providing Plain/reinforced cement concrete in base substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 For height upto 5 m I. P.C.C grade M 10 (i) Nominal mix (1:3:6)	-	cum	-	-
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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PONGARAKULAM KAVUVILA ROAD MAINTENANCE WARD 3

1.001

5.5.A.1a:Modified Penetration Macadam 50 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.

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.

sqm

1.003

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

sqm

1.004

OD38481/2026-2027:Patch work for re concrete providing Plain/reinforced cement concrete in base substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 For height upto 5 m I. P.C.C grade M 10 (i) Nominal mix (1:3:6)

cum

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)

cum