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GENERAL-RM 2026-2027-RC-2, Zone 5-One Year Running Contract for various PWD Roads under Road section Kuttippuram in Malappuram District 5 no of Road stretches for a length of 20.979 Km-General Civil Work

Public Works Department

KUTTIPPURAM | Malappuram, Kerala

Amount: ₹84.7 LCloses: 3 Oct 2026Due tomorrow

Timeline

Published25 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹84.7 L

EMD Value

₹50,000

Closing Date

3 Oct 2026, 2:00 pmDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer, PWD Roads division Manjeri

Address

O/o Executive Engineer, PWD Roads division Manjeri

Work Description

GENERAL-RM 2026-2027-RC-2, Zone 5-One Year Running Contract for various PWD Roads under Road section Kuttippuram in Malappuram District 5 no of Road stretches for a length of 20.979 Km-General Civil Work

Tender Information

Tender ID

2026_PWD_872895_1

Reference Number

D4/PWD/RB/TR/22859/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

KUTTIPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittence (.pdf)

RequiredDuly filled and Signed copy of form of tender (.pdf)

RequiredDuly filled and Signed copy of Integrity pact certificate as per item no-3 PartVI (.pdf)

RequiredDuly filled and Signed copy of Preliminary agreement as per item no-2 PartVI (.pdf)

RequiredDuly filled and Signed copy of Requisition for e payment as per item no-6 PartVI (.pdf)

RequiredDuly filled and Signed copy of Affidavit as per item no-4 Part- VI (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredDuly filled and signed special conditions of running contract (.pdf)

RequiredPerformance certificate as per serial no.4 in special conditions of running contract work (.pdf)

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

25 Sept 2026

Published

25 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

25 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (68 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Initial Rectification
1.001	4.2.A.1: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-III -For lower sub-base - Mix in Place Method	105	cum	-	-
1.002	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.	270	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.	2,130	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.	75	sqm	-	-
1.005	OD135419/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. (Based on MoRTH 5.7.2)	3	cum	-	-
1.006	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	12	cum	-	-
1.007	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	27.7	cum	-	-
1.008	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	2	cum	-	-
1.009	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	6.9	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 • 1.65 MB

BOQ_1480463.xls

BOQ • 0.35 MB

eay.pdf

Tender Documents • 0.07 MB

form_of_tender.pdf

Tender Documents • 0.18 MB

integrity_pact.pdf

Tender Documents • 0.05 MB

PreAgmntFormat_New.pdf

Tender Documents • 0.30 MB

sp.pdf

Tender Documents • 0.12 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Initial Rectification
1.001	4.2.A.1: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-III -For lower sub-base - Mix in Place Method	105	cum	-	-
1.002	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.	270	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.	2,130	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.	75	sqm	-	-
1.005	OD135419/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. (Based on MoRTH 5.7.2)	3	cum	-	-
1.006	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	12	cum	-	-
1.007	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	27.7	cum	-	-
1.008	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	2	cum	-	-
1.009	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	6.9	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Initial Rectification

1.001

4.2.A.1: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-III -For lower sub-base - Mix in Place Method

105

cum

1.002

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.

270

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.

2,130

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.

sqm

1.005

OD135419/2026-2027:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. (Based on MoRTH 5.7.2)

cum

1.006

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

cum

1.007

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

27.7

cum

1.008

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

cum

1.009

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

6.9

cum