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Annual Plan-VAZHAKKAD GP PRO NO 173/26-27-CHEENIBAZAR MANATHALAKKADAV ROAD COMPLETION IN WARD 5

Local Self Government Department

VAZHAKKAD | Malappuram, Kerala

Amount: ₹6.8 LCloses: 15 Oct 20264d left

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Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,949

Closing Date

15 Oct 2026, 10:30 am4d left

Tender Inviting Organisation

Name

Address

AE LID EW VAZHAKKAD

Work Description

Annual Plan-VAZHAKKAD GP PRO NO 173/26-27-CHEENIBAZAR MANATHALAKKADAV ROAD COMPLETION IN WARD 5

Tender Information

Tender ID

2026_LSGD_877261_3

Reference Number

03/2026-27/LIDEW/VKD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VAZHAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD AND NOTICE INVITING TENDER (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredBID SECURITY REMITTENCE AND BID SUBMISSION FEE REMITTENCE (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AND AFFIDAVIT (.pdf)

RequiredREQUISITION FOR EPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,949

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Clarification Period

8 Oct 2026 - 15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD123046/2026-2027:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding 20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.	176.37	cum	-	-
1.002	OD123102/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	20.06	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	20.06	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	30.08	cum	-	-
2ROAD SIDE CONCRETE
2.001	OD214862/2026-2027:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil	30.9	cum	-	-
2.002	OD214861/2026-2027:[OD From MORD 4.1.A.1]Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	15.75	cum	-	-
2.003	OD214886/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) ONE SIIDE SHUTTERING	23.1	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.44 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

PA.pdf

Tender Documents • 0.26 MB

BOQ_1490675.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 2.15 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFIDAVIT.pdf

Tender Documents • 0.24 MB

FEE.pdf

Tender Documents • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD123046/2026-2027:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding 20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.	176.37	cum	-	-
1.002	OD123102/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	20.06	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	20.06	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	30.08	cum	-	-
2ROAD SIDE CONCRETE
2.001	OD214862/2026-2027:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil	30.9	cum	-	-
2.002	OD214861/2026-2027:[OD From MORD 4.1.A.1]Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	15.75	cum	-	-
2.003	OD214886/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) ONE SIIDE SHUTTERING	23.1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETE

1.001

OD123046/2026-2027:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding 20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.

176.37

cum

1.002

OD123102/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

20.06

cum

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

20.06

cum

1.004

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

30.08

cum

2ROAD SIDE CONCRETE

2.001

OD214862/2026-2027:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil

30.9

cum

2.002

OD214861/2026-2027:[OD From MORD 4.1.A.1]Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

15.75

cum

2.003

OD214886/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) ONE SIIDE SHUTTERING

23.1

cum