Kerala

To Be Opened

Works

Civil Works - Roads

Project No.303/27-Interlocking works to Kunhanam road at Div.2 in Pallikkunnu Zonal

Local Self Government Department

Pallikkunnu Zonal | Kannur, Kerala

Amount: ₹3.2 LCloses: 26 Sept 2026Closed

Timeline

Published21 Sept 2026
Closed26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹3.2 L

EMD Value

₹8,003

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section, , Pallikkunnu Zonal

Work Description

Interlocking works to Kunhanam road

Tender Information

Tender ID

2026_LSGD_871598_2

Reference Number

AE/LSGD/Pk/Etender/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallikkunnu Zonal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

Required1) Copy of Remittance towards Bid Submission fee and Bid security. (.pdf)

Required2) Copy of Conformation of Bid Submission in the E-tenders portal. (.pdf)

Required3) Self attested copy of the bidders valid registration certificate in Kerala PWD,CPWD or other appr (.pdf)

Required4) Duly filled and signed copy of bid submission letter as per item no.1 part VI of this Bid documen (.pdf)

Required5) Duly filled and signed copy of preliminary agreement as per item no.2 part VI of this Bid docume (.pdf)

Required6) Duly filled and signed copy of integrity pact certificate as per item no.3 part VI of this Bid d (.pdf)

Required7) Duly filled and signed copy of affidavit as per item no.4 part VI of this Bid document in origin (.pdf)

Required8) Duly filled and signed copy of requisition for E-payment form as per item no.6 part VI of this B (.pdf)

Required9) Bid security excemption certificate if any. (.pdf)

Required10) Filled tender document (.pdf)

Required11)Tender Schedule BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹710

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,003

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

21 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate
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.	202.9	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	30.44	cum	-	-
1.003	OD43512/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6 mm broken stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the broken stone bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern. (16.91.2 modified by replacing Sand bed 6mm stone aggregate bed )	186.5	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)	2.05	cum	-	-
1.005	OD43511/2026-2027:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete	1	each	-	-
1.006	OD43513/2026-2027:lettering with black japan paint of approved brand and manufacture	100	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

Tenderdocument.pdf

Tender Documents • 1.65 MB

PreliminaryAgreement.pdf

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed Estimate
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.	202.9	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	30.44	cum	-	-
1.003	OD43512/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6 mm broken stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the broken stone bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern. (16.91.2 modified by replacing Sand bed 6mm stone aggregate bed )	186.5	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)	2.05	cum	-	-
1.005	OD43511/2026-2027:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete	1	each	-	-
1.006	OD43513/2026-2027:lettering with black japan paint of approved brand and manufacture	100	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Detailed Estimate

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.

202.9

sqm

1.002

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

30.44

cum

1.003

OD43512/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks(80 mm thick, M-30) in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6 mm broken stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the broken stone bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern. (16.91.2 modified by replacing Sand bed 6mm stone aggregate bed )

186.5

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)

2.05

cum

1.005

OD43511/2026-2027:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete

each

1.006

OD43513/2026-2027:lettering with black japan paint of approved brand and manufacture

100

each