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GENERAL RM 2026 27 RC 2 zone 2 One year running contract for various PWD roads under Road section koothattukulam in Ernakulam dist 5Road stretches for a length of 16.90km General Civil Work

Public Works Department

Koothattukulam | Ernakulam, Kerala

Amount: ₹73.8 LCloses: 6 Oct 20264d left

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹73.8 L

EMD Value

₹50,000

Closing Date

6 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division, Muvattupuzha

Work Description

The work includes 1. Mutholapuram Edayar road Ch. 0000 to 5100 2. Mutholapuram Kizhakomb Ch. 0000 to 4000 3. Kizhakomb Mutholapuram Ch. 0000 to 2600 4. Koothattukulam Kizhakomb Ch. 0000 to 3200 5. Mutholapuram Achickal Ch. 0000 to 2000

Tender Information

Tender ID

2026_PWD_873250_1

Reference Number

PWD/RB/TR/517/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Koothattukulam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly Filled BOQ (.xls)

RequiredSelf attested Copy of valid registration certificate in Kerala PWD CPWD or other approved agencies (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no1 Part VI of bid document (.pdf)

RequiredDuly filled and signed copy of prelim. Agt. in plain paper as per item no 2 Part VI of bid doc (.pdf)

RequiredDuly filled and signed copy of Integrity Pact Certificate as per item no 3 Part VI of bid document (.pdf)

RequiredDuly filled, signed copy of Affidavit in plain paper as per no 4 Part VI (.pdf)

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

RequiredGST Registration (.pdf)

RequiredPerformance Certificate (.pdf)

RequiredComplete set of bid document with NIT digitally signed (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1initial rectification works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	33.37	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.	33.37	cum	-	-
1.003	OD272681/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509	11,078.2	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.	11,078.2	sqm	-	-
1.005	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)	96	cum	-	-
1.006	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.	77.4	cum	-	-
1.007	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)	25.8	cum	-	-
1.008	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	7.75	cum	-	-
1.009	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.12	MT	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

BOQ_1481332.xls

BOQ • 0.32 MB

SBD.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1initial rectification works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	33.37	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.	33.37	cum	-	-
1.003	OD272681/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509	11,078.2	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.	11,078.2	sqm	-	-
1.005	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)	96	cum	-	-
1.006	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.	77.4	cum	-	-
1.007	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)	25.8	cum	-	-
1.008	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	7.75	cum	-	-
1.009	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.12	MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1initial rectification works

1.001

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

33.37

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.

33.37

cum

1.003

OD272681/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

11,078.2

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.

11,078.2

sqm

1.005

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

1.006

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.

77.4

cum

1.007

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)

25.8

cum

1.008

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

7.75

cum

1.009

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

0.12