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GENERAL-RM -2026-27 RC-2 Zone -4- Oneyear running contrat for various PWD roads under roads section koothattukulam 4 road stretches for a length 16.67Km-General Civil Work

Public Works Department

Koothattukulam | Ernakulam, Kerala

Amount: ₹69.8 LCloses: 23 Oct 20264d left

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹69.8 L

EMD Value

₹50,000

Closing Date

23 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division, Muvattupuzha

Work Description

Work includes the maintenance and upkeeping of 1 . Vadakara EHS Road Ch.0000 to 0600 2 . Koothattukulam -Piravom Via Edayar Road Ch.0000 to 9200 3 . Thirumarady -Edayar road ch.0000 to 2400 4 . Kakoor-kakkyam Road Ch.0000 to 4470

Tender Information

Tender ID

2026_PWD_879292_1

Reference Number

PWD/RB/TR/18044/2025_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

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (34 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.	26.97	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.	26.97	cum	-	-
1.003	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.	150	sqm	-	-
1.004	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	150	sqm	-	-
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.	8,953	sqm	-	-
1.006	OD273433/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509.	8,953	sqm	-	-
1.007	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	440	sqm	-	-
1.008	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.	440	sqm	-	-
1.009	4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401	88.5	cum	-	-

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_1494858.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
1Reactive maintenance( Initial rectification work)
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	26.97	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.	26.97	cum	-	-
1.003	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.	150	sqm	-	-
1.004	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	150	sqm	-	-
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.	8,953	sqm	-	-
1.006	OD273433/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509.	8,953	sqm	-	-
1.007	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	440	sqm	-	-
1.008	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.	440	sqm	-	-
1.009	4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401	88.5	cum	-	-

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.

26.97

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.

26.97

cum

1.003

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.

150

sqm

1.004

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

150

sqm

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.

8,953

sqm

1.006

OD273433/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509.

8,953

sqm

1.007

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

440

sqm

1.008

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.

440

sqm

1.009

4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

88.5

cum