Kerala

To Be Opened

Works

Civil Works - Roads

Pro No -149/27 Renovation of Kayalvaram Road Ward11 in Chirayinkeezhu GP

Local Self Government Department

CHIRAYINKEEZHU | Thiruvananthapuram, Kerala

Amount: ₹5.9 LCloses: 19 Aug 202618 Aug 2026Closed

Timeline

Published7 Aug 2026
Closed19 Aug 202618 Aug 2026
Bid Opening20 Aug 2026

Corrigenda

Corrigendum

1 updatesLatest on 19 Aug 2026Submission Ends:18 Aug 202619 Aug 2026

Date changes

Download Ends18 Aug 202619 Aug 2026Submission Ends18 Aug 202619 Aug 2026

Tender Value

₹5.9 L

EMD Value

₹14,830

Closing Date

19 Aug 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ARCHA GOPAN

Address

ASST ENGINEER , LID EW SECTION , CHIRAYINKEEZHU GRAMAPANCHAYATH

Work Description

Pro No -149/27 Renovation of Kayalvaram Road Ward11 in Chirayinkeezhu GP

Tender Information

Tender ID

2026_LSGD_864747_1

Reference Number

149/AE/LIDEW/CKL/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

CHIRAYINKEEZHU

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.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)

RequiredScanned copy of SBD Downloaded from e tender website (.pdf)

RequiredScanned copy of bid security and bid submission fee details (.pdf)

RequiredScanned copy of NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,830

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Aug 2026

Published

7 Aug 2026

Bid Opening

20 Aug 2026

Download Starts

7 Aug 2026

Download Ends

19 Aug 2026

Submission Starts

7 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	-	-
1.002	5.2.1a:Tack Coat<br> 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	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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)	-	sqm	-	-
1.004	OD73261/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil ( Derived from DAR 2.28.1)	-	sqm	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-

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 • 0.06 MB

Work Item Documents

BOQ_1463139.xls

BOQ • 0.30 MB

PAG.pdf

Tender Documents • 0.25 MB

EPAY.pdf

Tender Documents • 0.23 MB

IPACT.pdf

Tender Documents • 0.23 MB

AFF.pdf

Tender Documents • 0.23 MB

FOT.pdf

Tender Documents • 0.23 MB

149SBD.pdf

Tender Documents • 1.88 MB

fee.pdf

Tender Documents • 0.33 MB

Corrigendum Documents

corrigendum.pdf

PDF • 6.67 MB

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Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)	1	sqm	-	-
1.002	5.2.1a:Tack Coat<br> 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	75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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)	-	sqm	-	-
1.004	OD73261/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil ( Derived from DAR 2.28.1)	-	sqm	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTENANCE

1.001

5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)

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

75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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

OD73261/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil ( Derived from DAR 2.28.1)

sqm

1.005

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum