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CHERIYANAD GP PRO. NO. 80/26-27-MAINTENANCE OF THATTEKKATTUPADI KALLOTTUMALA CANAL JUNCTION ROAD SECOND REACH IN WARD NO. 4

Local Self Government Department

Cheriyanad | Alappuzha, Kerala

Amount: ₹10.0 LCloses: 8 Oct 20266d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹10.0 L

EMD Value

₹25,000

Closing Date

8 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/O THE Assistant Engineer CHERIYANAD GP

Work Description

CHERIYANAD GP PRO. NO. 80/26-27-MAINTENANCE OF THATTEKKATTUPADI KALLOTTUMALA CANAL JUNCTION ROAD SECOND REACH IN WARD NO. 4

Tender Information

Tender ID

2026_LSGD_874224_7

Reference Number

02/AE/LIDandEW/NIT/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Cheriyanad

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled BOQ (.xls)

RequiredContractors license details (.pdf)

RequiredGST registration details (.pdf)

RequiredEpay details (.pdf)

RequiredIpact and affidavit (.pdf)

RequiredSigned SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,205

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹25,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
1.001	OD109553/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	294.5	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	18	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)	96.75	cum	-	-
1.004	OD193666/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)	26.76	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.00 MB

Work Item Documents

viewnit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
1.001	OD109553/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	294.5	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	18	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)	96.75	cum	-	-
1.004	OD193666/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)	26.76	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete

1.001

OD109553/2026-2027:Scarifying the existing bituminous road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.

294.5

sqm

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

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)

96.75

cum

1.004

OD193666/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)

26.76

cum