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GENERAL-GENERAL-RM / 2026-27 - RC 2 / Zone -2- One Year Running Contract for various PWD Roads Section Mavelikara in Alappuzha District -11 roads stretches for a length of 27.49 km-Work-General Civil Work

Public Works Department

Alappuzha, Kerala

Amount: Refer DocsCloses: 26 Oct 2026

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Timeline

Published17 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

Refer Docs

EMD Value

₹50,000

Closing Date

26 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Roads Division Alappuzha

Work Description

GENERAL-GENERAL-RM / 2026-27 - RC 2 / Zone -2- One Year Running Contract for various PWD Roads Section Mavelikara in Alappuzha District -11 roads stretches for a length of 27.49 km-Work-General Civil Work

Tender Information

Tender ID

2026_PWD_880835_1

Reference Number

PWD/RB/TR/1756/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Alappuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredLICENCE (.pdf)

RequiredEpayment form (.pdf)

Requiredpreliminary agreement form (.pdf)

RequiredForm of tender (.pdf)

RequiredGST Registration Document (.pdf)

RequiredNotary attested affidavit (.pdf)

RequiredIntegrity pact (.pdf)

RequiredStandard Bid Documents (.pdf)

RequiredBOQ (.xls)

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

17 Oct 2026

Published

17 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

17 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Initial Rectification works - Zone II
1.001	OD289811/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	55	sqm	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	17.4	cum	-	-
1.003	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	17.4	cum	-	-
1.004	OD289810/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting and ramming to get a compact surface including cost of materials, laying charges and transportation to the site etc complete. (The rate is arrived for a bag of 25 Kg)	50	each	-	-
1.005	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.	4,603	sqm	-	-
1.006	OD289812/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (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 plant, laying and rolling with a three-wheel static roller of 80-100 kN capacity and finishing to required level and grade. By Manual Means.	3,750	sqm	-	-
1.007	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	2	cum	-	-
1.008	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	37.35	cum	-	-
2Premonsoon works zone II

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

preliminarysample.pdf

Tender Documents • 0.24 MB

BID.pdf

Tender Documents • 1.65 MB

tenderfoarm.pdf

Tender Documents • 0.42 MB

epaymentform.pdf

Tender Documents • 0.06 MB

affidavit.pdf

Additional Documents • 0.26 MB

Integrity.pdf

Additional Documents • 0.42 MB

BOQ_1498122.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Initial Rectification works - Zone II
1.001	OD289811/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	55	sqm	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	17.4	cum	-	-
1.003	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	17.4	cum	-	-
1.004	OD289810/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting and ramming to get a compact surface including cost of materials, laying charges and transportation to the site etc complete. (The rate is arrived for a bag of 25 Kg)	50	each	-	-
1.005	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.	4,603	sqm	-	-
1.006	OD289812/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (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 plant, laying and rolling with a three-wheel static roller of 80-100 kN capacity and finishing to required level and grade. By Manual Means.	3,750	sqm	-	-
1.007	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	2	cum	-	-
1.008	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	37.35	cum	-	-
2Premonsoon works zone II

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Initial Rectification works - Zone II

1.001

OD289811/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling

sqm

1.002

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

17.4

cum

1.003

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

17.4

cum

1.004

OD289810/2025-2026:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting and ramming to get a compact surface including cost of materials, laying charges and transportation to the site etc complete. (The rate is arrived for a bag of 25 Kg)

each

1.005

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.

4,603

sqm

1.006

OD289812/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (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 plant, laying and rolling with a three-wheel static roller of 80-100 kN capacity and finishing to required level and grade. By Manual Means.

3,750

sqm

1.007

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

cum

1.008

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

37.35

cum

2Premonsoon works zone II