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Civil Works - Roads

RC- 2 Zone 2One yearRCPerumbavoor Ernakulam One yearRCPerumbavoorErnakulam for various PWD Roads under road section Perumbavoor in Ernakulam district 4 road stretches for a length of 5.8 km

Public Works Department

Perumbavoor | Ernakulam, Kerala

Amount: ₹41.9 LCloses: 9 Oct 20265d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹41.9 L

EMD Value

₹50,000

Closing Date

9 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer, PWD Roads Division, Muvattupuzha

Work Description

supply and stack 36mm FUP Providing and laying WMM Inter locking tile 20 mm Close CGPC interlocing tiles clearing drain and culvert , clearing vegetation , rectification and refurshment of sign boards , rectification of drain , cutting of tree

Tender Information

Tender ID

2026_PWD_875085_1

Reference Number

PWD/RB/TR/540/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Perumbavoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no-1 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of SBD (.pdf)

RequiredBidder valid registration certificate and PAN card (.pdf)

RequiredSelf attested Copy of the bidders valid GST (.pdf)

RequiredExperience certificate of contractor (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	42.25	cum	-	-
1.002	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.	42.25	cum	-	-
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.	6,210	sqm	-	-
1.004	OD273099/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level 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, finished to required level and grades. By manual means	6,210	sqm	-	-
1.005	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	650	sqm	-	-
1.006	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	97.5	cum	-	-
1.007	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	650	sqm	-	-
1.008	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	10.34	cum	-	-
1.009	OD273097/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.	62.4	km	-	-

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 • 0.08 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1485584.xls

BOQ • 0.32 MB

afdvt.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	42.25	cum	-	-
1.002	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.	42.25	cum	-	-
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.	6,210	sqm	-	-
1.004	OD273099/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level 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, finished to required level and grades. By manual means	6,210	sqm	-	-
1.005	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	650	sqm	-	-
1.006	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	97.5	cum	-	-
1.007	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	650	sqm	-	-
1.008	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	10.34	cum	-	-
1.009	OD273097/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.	62.4	km	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reactive maintenance (Initial rectification work )

1.001

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

42.25

cum

1.002

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.

42.25

cum

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.

6,210

sqm

1.004

OD273099/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level 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, finished to required level and grades. By manual means

6,210

sqm

1.005

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

650

sqm

1.006

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

97.5

cum

1.007

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

650

sqm

1.008

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

10.34

cum

1.009

OD273097/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.

62.4