Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-2026 27 keezhuparamb GP Othupallippuraya pallikkunnu road-Project NO 24

Local Self Government Department

AE OFFICE, KEEZHUPARAMBA GRAMA PANJAYATH | Malappuram, Kerala

Amount: ₹5.1 LCloses: 15 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed15 Sept 2026
Bid Opening16 Sept 2026

Tender Value

₹5.1 L

EMD Value

₹12,709

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-2026 27 keezhuparamb GP Othupallippuraya pallikkunnu road-Project NO 24

Tender Information

Tender ID

2026_LSGD_868340_4

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

Subscribe to view

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

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,709

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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RE-CONCRETE
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	94.5	sqm	-	-
1.002	OD166056/2026-2027:[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	8.51	cum	-	-
1.003	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)	54.61	cum	-	-
1.004	OD166042/2026-2027: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).	0.27	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

Integrity Pact.pdf

Tender Documents • 0.01 MB

Form Of Tender.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.01 MB

PRELIMINARY AGREEMENT.pdf

Tender Documents • 0.02 MB

Epayment.pdf

Tender Documents • 0.00 MB

SBD24.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RE-CONCRETE
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	94.5	sqm	-	-
1.002	OD166056/2026-2027:[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	8.51	cum	-	-
1.003	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)	54.61	cum	-	-
1.004	OD166042/2026-2027: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).	0.27	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RE-CONCRETE

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

94.5

sqm

1.002

OD166056/2026-2027:[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

8.51

cum

1.003

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)

54.61

cum

1.004

OD166042/2026-2027: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).

0.27

sqm