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GENERAL Budget Work 2025 26 Substitution work Improvements by providing 40mm CC To Veliyam Unnathy Aaroorkonam Road Ch 0 000 to 0 650 Veiyam Grama Panchyath Kottarkkara LAC General Civil Work

Public Works Department

Kollam, Kerala

Amount: ₹31.3 LCloses: 29 Sept 20263d left

Timeline

Published18 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹31.3 L

EMD Value

₹50,000

Closing Date

29 Sept 2026, 3:15 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer, PWD Roads Division, Kollam

Work Description

GENERAL Budget Work 2025 26 Substitution work Improvements by providing 40mm CC To Veliyam Unnathy Aaroorkonam Road Ch 0 000 to 0 650 Veiyam Grama Panchyath Kottarkkara LAC General Civil Work

Tender Information

Tender ID

2026_PWD_871128_1

Reference Number

40/EE/ET/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

kollam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of contractors registration certificate (.pdf)

RequiredBill of Quantities (BOQ) (.xls)

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)

RequiredForm 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

18 Sept 2026

Published

18 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

18 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A ROAD WORK
1.001	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.	194.4	cum	-	-
1.002	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.	1,255.5	sqm	-	-
1.003	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.	2,015	sqm	-	-
1.004	OD136953/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity 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 appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade mechanically.	80.6	cum	-	-
1.005	OD139321/2026-2027:Daily labour for Engaging for side cleaning and tree branch cutting	57	no	-	-
1.006	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>	90	metre	-	-
2APPENDIX B CULVERT WORK & BERM PROTECTION WORK
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	65	cum	-	-
2.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	102	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1476367.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A ROAD WORK
1.001	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.	194.4	cum	-	-
1.002	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.	1,255.5	sqm	-	-
1.003	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.	2,015	sqm	-	-
1.004	OD136953/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity 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 appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade mechanically.	80.6	cum	-	-
1.005	OD139321/2026-2027:Daily labour for Engaging for side cleaning and tree branch cutting	57	no	-	-
1.006	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>	90	metre	-	-
2APPENDIX B CULVERT WORK & BERM PROTECTION WORK
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	65	cum	-	-
2.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	102	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A ROAD WORK

1.001

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.

194.4

cum

1.002

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.

1,255.5

sqm

1.003

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.

2,015

sqm

1.004

OD136953/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity 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 appropriate capacity not less than 75 tonnes/hour, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade mechanically.

80.6

cum

1.005

OD139321/2026-2027:Daily labour for Engaging for side cleaning and tree branch cutting

1.006

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>

metre

2APPENDIX B CULVERT WORK & BERM PROTECTION WORK

2.001

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

cum

2.002

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

102

cum