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Civil Works - Roads

LAC ADS MLA ADS 2025 26 Arayalmuk Kakkakunnu road tarring and side concrete in Sooranad South GP in Kunnathur LACGeneral Civil Work

Public Works Department

Kollam, Kerala

Amount: ₹25.4 LCloses: 13 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed13 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

13 Oct 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD ROADS DIVISION KOLLAM

Work Description

LAC ADS MLA ADS 2025 26 Arayalmuk Kakkakunnu road tarring and side concrete in Sooranad South GP in Kunnathur LACGeneral Civil Work

Tender Information

Tender ID

2026_PWD_875921_1

Reference Number

54/EE/ET/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kollam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantities (BOQ) (.xls)

RequiredCopy of contractors registration certificate (.pdf)

RequiredScanned copy of preliminary agreement (.pdf)

RequiredTender Document (Bid Doc) (.pdf)

RequiredScanned copy of affidavit (.pdf)

RequiredEMD Exemption if applicable (.pdf)

RequiredE payment form (.pdf)

RequiredDeclaration form of Tender (.pdf)

RequiredIntegrity pact Certificate (.pdf)

RequiredPan Card (.pdf)

RequiredGST details (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

3 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Surface renewal with 40mm MSS
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,650	sqm	-	-
1.002	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	247.5	cum	-	-
1.003	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	1,650	sqm	-	-
1.004	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,650	sqm	-	-
1.005	OD95925/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity grade bitumen(VG-30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.	66	cum	-	-
1.006	OD95924/2026-2027:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms	6	Day	-	-
1.007	OD120104/2026-2027:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge	8	hour	-	-
1.008	OD134379/2026-2027:Engaging wood cutter for pruning tree branches or cutting and removing the fallen trees from roadway	15	each	-	-
1.009	3.24.B:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by Manual Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) <br>	200	metre	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1487323.xls

BOQ • 0.31 MB

SBD1.pdf

Tender Documents • 1.63 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Surface renewal with 40mm MSS
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,650	sqm	-	-
1.002	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	247.5	cum	-	-
1.003	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	1,650	sqm	-	-
1.004	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,650	sqm	-	-
1.005	OD95925/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity grade bitumen(VG-30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.	66	cum	-	-
1.006	OD95924/2026-2027:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms	6	Day	-	-
1.007	OD120104/2026-2027:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge	8	hour	-	-
1.008	OD134379/2026-2027:Engaging wood cutter for pruning tree branches or cutting and removing the fallen trees from roadway	15	each	-	-
1.009	3.24.B:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by Manual Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) <br>	200	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Surface renewal with 40mm MSS

1.001

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

1,650

sqm

1.002

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

247.5

cum

1.003

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

1,650

sqm

1.004

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1,650

sqm

1.005

OD95925/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity grade bitumen(VG-30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.

cum

1.006

OD95924/2026-2027:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms

Day

1.007

OD120104/2026-2027:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge

hour

1.008

OD134379/2026-2027:Engaging wood cutter for pruning tree branches or cutting and removing the fallen trees from roadway

each

1.009

3.24.B:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by Manual Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) <br>

200

metre