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GENERAL RM 2026 27 RC 2 Zone 3 One year RC Puthencruz One year running contract for various PWD roads under road section Puthencruz in Ernakulam district 5 roads for a length of 20.55 km General Civil Work General Civil Work

Public Works Department

Puthencruz | Ernakulam, Kerala

Amount: ₹71.3 LCloses: 30 Sept 20265d left

Timeline

Published19 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹71.3 L

EMD Value

₹50,000

Closing Date

30 Sept 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer, PWD Roads division, Muvattupuzha

Work Description

Under Zone 3 the following roads are included. Kummanodu-Iruttukuzhi Road 0 to 6, Peruvam muzhi ferry Road 0 to 4, Mangalathunada-Pancode Road 0 to 8, Perumbavoor -Puthencruz Road ch.9.65 to 12.50. Peringala -Puthencruz road

Tender Information

Tender ID

2026_PWD_871301_1

Reference Number

PWD/RB/TR/519/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Puthencruz

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

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)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

19 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	OD272732/2025-2026: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.	246.6	km	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	3.35	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.	3.35	cum	-	-
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.	6,168	sqm	-	-
1.005	OD272733/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.	6,168	sqm	-	-
1.006	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)	140	cum	-	-
1.007	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.	30	cum	-	-
1.008	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	60	cum	-	-
1.009	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)	6	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.64 MB

BOQ_1476677.xls

BOQ • 0.32 MB

afdvt.pdf

Tender Documents • 0.26 MB

epymnt.pdf

Additional Documents • 0.06 MB

prly.pdf

Additional Documents • 2.31 MB

intgrty.pdf

Additional Documents • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	OD272732/2025-2026: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.	246.6	km	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	3.35	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.	3.35	cum	-	-
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.	6,168	sqm	-	-
1.005	OD272733/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.	6,168	sqm	-	-
1.006	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)	140	cum	-	-
1.007	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.	30	cum	-	-
1.008	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	60	cum	-	-
1.009	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)	6	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reactive maintenance (Initial rectification work )

1.001

OD272732/2025-2026: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.

246.6

1.002

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

3.35

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.

3.35

cum

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.

6,168

sqm

1.005

OD272733/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.

6,168

sqm

1.006

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)

140

cum

1.007

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.

cum

1.008

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

cum

1.009

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)

cum