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Civil Works - Roads

Annual Plan-KUNIYIL NEWBAZAR IRIPPAMKULAM ARIYANIPOTTA ROAD in keezhuparamb GP-Project NO 248

Local Self Government Department

AE OFFICE, KEEZHUPARAMBA GRAMA PANJAYATH | Malappuram, Kerala

Amount: ₹17.5 LCloses: 15 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed15 Sept 2026
Bid Opening16 Sept 2026

Tender Value

₹17.5 L

EMD Value

₹43,627

Closing Date

15 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

DEEPAK C

Address

DEEPAK C , AE KEEZHUPARAMBA GRAMA PANJAYATH

Work Description

Annual Plan-KUNIYIL NEWBAZAR IRIPPAMKULAM ARIYANIPOTTA ROAD in keezhuparamb GP-Project NO 248

Tender Information

Tender ID

2026_LSGD_868340_1

Reference Number

03/AE/LSGD/KZP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

AE OFFICE, KEEZHUPARAMBA GRAMA PANJAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredepay (.pdf)

Requiredfot (.pdf)

Requiredpreliminary agreement (.pdf)

Requiredaffidavit (.pdf)

Requiredcontractor liscence (.pdf)

Requiredintegirity pact (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹43,627

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Sept 2026

Published

8 Sept 2026

Bid Opening

16 Sept 2026

Download Starts

8 Sept 2026

Download Ends

15 Sept 2026

Submission Starts

8 Sept 2026

Clarification Period

8 Sept 2026 - 14 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1IMPROVEMENTS TO road
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,170.3	sqm	-	-
1.002	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	99.42	cum	-	-
1.003	OD182523/2026-2027: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.	1,057.3	sqm	-	-
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)	17.81	cum	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	10.13	cum	-	-
1.006	OD132158/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, includingrubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm Lettering and fixing (Name Board).	0.6	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.89 MB

Work Item Documents

SBD248.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1IMPROVEMENTS TO road
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	1,170.3	sqm	-	-
1.002	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	99.42	cum	-	-
1.003	OD182523/2026-2027: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.	1,057.3	sqm	-	-
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)	17.81	cum	-	-
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	10.13	cum	-	-
1.006	OD132158/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, includingrubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm Lettering and fixing (Name Board).	0.6	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1IMPROVEMENTS TO road

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

1,170.3

sqm

1.002

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

99.42

cum

1.003

OD182523/2026-2027: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.

1,057.3

sqm

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)

17.81

cum

1.005

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

10.13

cum

1.006

OD132158/2026-2027:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, includingrubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm Lettering and fixing (Name Board).

0.6

sqm