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GENERAL-Budget 2023-24 (20)- Substitution- Amended Works in Azhikkode LAC-Improvements to MLA Kumaran Road- General Civil Work-Azhikkode LAC

Public Works Department

Kannnur | Kannur, Kerala

Amount: ₹42.4 LCloses: 24 Oct 20265d left

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Timeline

Published15 Oct 2026
Closes24 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹42.4 L

EMD Value

₹50,000

Closing Date

24 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer, Roads Division, Kannur

Address

Executive Engineer, Roads Division, Kannur

Work Description

GENERAL-Budget 2023-24 (20)- Substitution- Amended Works in Azhikkode LAC-Improvements to MLA Kumaran Road- General Civil Work-Azhikkode LAC

Tender Information

Tender ID

2026_PWD_879891_1

Reference Number

PWD/RB/TR/2654/2026_5_2_1/1 The

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Kannnur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid Documents (Duly filled and signed) - pdf (.pdf)

RequiredScanned copy of Registration certificate details (License), GST Registration and PAN card - pdf (.pdf)

RequiredScanned copy of duly filled and signed preliminary agreement as per bid document- pdf (.pdf)

RequiredRequisition for e-payment (duly filled and signed as per item no-6 PartVI -pdf (.pdf)

RequiredIntegrity pact certificate as per item no-3 Part VI and Bid submission letter as per item no-1 Part- (.pdf)

RequiredScanned copy of Affidavit as per item no-4 Part- VI - pdf (.pdf)

RequiredDetails of bid submission fee and bid security remittance (.pdf)

RequiredBOQ (Schedule) - xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

15 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface Renewal Work
1.001	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	1,810	sqm	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	28.5	cum	-	-
1.003	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	235.6	cum	-	-
1.004	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.	2,356	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.	4,421.75	sqm	-	-
1.006	OD147582/2026-2027:Providing, laying and rolling of close graded premixed surfacing material of 40mm thickness composed of 11.2mm to .9mm(Type A) aggreagate using Viscosity Gade bitumen using (VG 30) to the required line , grade and level to serve as wearing course of a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes /Hour , transporting hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required level, grade and alignment, rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grades as per Technical specification.	176.87	cum	-	-
1.007	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)	110.15	cum	-	-
1.008	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.	27.45	cum	-	-
1.009	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	36	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1496046.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface Renewal Work
1.001	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	1,810	sqm	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	28.5	cum	-	-
1.003	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	235.6	cum	-	-
1.004	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.	2,356	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.	4,421.75	sqm	-	-
1.006	OD147582/2026-2027:Providing, laying and rolling of close graded premixed surfacing material of 40mm thickness composed of 11.2mm to .9mm(Type A) aggreagate using Viscosity Gade bitumen using (VG 30) to the required line , grade and level to serve as wearing course of a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes /Hour , transporting hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required level, grade and alignment, rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grades as per Technical specification.	176.87	cum	-	-
1.007	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)	110.15	cum	-	-
1.008	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.	27.45	cum	-	-
1.009	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	36	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Surface Renewal Work

1.001

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

1,810

sqm

1.002

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

28.5

cum

1.003

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

235.6

cum

1.004

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.

2,356

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.

4,421.75

sqm

1.006

OD147582/2026-2027:Providing, laying and rolling of close graded premixed surfacing material of 40mm thickness composed of 11.2mm to .9mm(Type A) aggreagate using Viscosity Gade bitumen using (VG 30) to the required line , grade and level to serve as wearing course of a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes /Hour , transporting hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required level, grade and alignment, rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grades as per Technical specification.

176.87

cum

1.007

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)

110.15

cum

1.008

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.

27.45

cum

1.009

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

cum