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Civil Works - Roads

GENERAL-General RM -2026-27 RC -2 Zone 7-one year RC/Kuruppampady/Ernakulam One year Running Contract for various roads under roads section Kuruppampady in Ernakulam district ,3 road stretches for a length of 8.10 KM-General Civil works General Civil

Public Works Department

Kuruppampadi | Ernakulam, Kerala

Amount: ₹25.0 LCloses: 6 Oct 20263d left

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹25.0 L

EMD Value

₹50,000

Closing Date

6 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division, Muvattupuzha

Work Description

This work includes maintenance and upkeeping of the following roads 1.Rayamangalam vaikkara road ch.000 to ch.4500 2.Cherukunnam kallil road ch.000 to ch.1600 3. Vimala kamritha road ch.0000 to ch.2000

Tender Information

Tender ID

2026_PWD_873385_1

Reference Number

PWD/RB/TR/21148/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Kuruppampadi

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 (21 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.	13.5	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.	13.5	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.	3,780	sqm	-	-
1.004	OD148716/2026-2027: 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.	3,780	sqm	-	-
1.005	4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method	48	cum	-	-
1.006	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.	400	sqm	-	-
1.007	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	10	cum	-	-
1.008	OD210463/2025-2026:Providing and fixing RC Work board with non reflectorized vinyl sign with1 year warrantymanufactured vinyl printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composite material 4 mm thic with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40X40X6 and supported on GI pipe pole 50 mm NB conforming to IS 1239 firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete with min size 45 cm X45 cm X 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paint over epoxy primer and as per approved drawing and clause 801 including lettering symbols.	1.44	sqm	-	-
1.009	OD210461/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker,including lettering ,symbols and transporting to site as per approved drawing and direction of site engineer	1.44	sqm	-	-

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_1481617.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.	13.5	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.	13.5	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.	3,780	sqm	-	-
1.004	OD148716/2026-2027: 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.	3,780	sqm	-	-
1.005	4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method	48	cum	-	-
1.006	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.	400	sqm	-	-
1.007	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	10	cum	-	-
1.008	OD210463/2025-2026:Providing and fixing RC Work board with non reflectorized vinyl sign with1 year warrantymanufactured vinyl printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composite material 4 mm thic with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40X40X6 and supported on GI pipe pole 50 mm NB conforming to IS 1239 firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete with min size 45 cm X45 cm X 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paint over epoxy primer and as per approved drawing and clause 801 including lettering symbols.	1.44	sqm	-	-
1.009	OD210461/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker,including lettering ,symbols and transporting to site as per approved drawing and direction of site engineer	1.44	sqm	-	-

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.

13.5

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.

13.5

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.

3,780

sqm

1.004

OD148716/2026-2027: 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.

3,780

sqm

1.005

4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method

cum

1.006

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.

400

sqm

1.007

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

cum

1.008

OD210463/2025-2026:Providing and fixing RC Work board with non reflectorized vinyl sign with1 year warrantymanufactured vinyl printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composite material 4 mm thic with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40X40X6 and supported on GI pipe pole 50 mm NB conforming to IS 1239 firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete with min size 45 cm X45 cm X 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paint over epoxy primer and as per approved drawing and clause 801 including lettering symbols.

1.44

sqm

1.009

OD210461/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker,including lettering ,symbols and transporting to site as per approved drawing and direction of site engineer

1.44

sqm