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DEPOSIT RESTORATION WORK Restoration work of KSEB cable trench portion RHS of the Kanjoor Naranippuzha road b/w CH. 0/100-0/900 and Trissur Kuttippuram road b/w Ch.47/550-47/630 in Ponnani and Thavanur LAC in Malappuram District General Civil Work

Public Works Department

PONNANI | Malappuram, Kerala

Amount: ₹16.9 LCloses: 14 Oct 20263d left

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Timeline

Published6 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,178

Closing Date

14 Oct 2026, 2:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer, PWD Roads division Manjeri

Address

O/o Executive Engineer, PWD Roads division Manjeri

Work Description

DEPOSIT RESTORATION WORK Restoration work of KSEB cable trench portion RHS of the Kanjoor Naranippuzha road b/w CH. 0/100-0/900 and Trissur Kuttippuram road b/w Ch.47/550-47/630 in Ponnani and Thavanur LAC in Malappuram District General Civil Work

Tender Information

Tender ID

2026_PWD_876890_1

Reference Number

D4/PWD/RB/TR/10755/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

PONNANI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittence (.pdf)

RequiredDuly filled and Signed copy of form of tender (.pdf)

RequiredDuly filled and Signed copy of Integrity pact certificate as per item no-3 PartVI (.pdf)

RequiredDuly filled and Signed copy of Preliminary agreement as per item no-2 PartVI (.pdf)

RequiredDuly filled and Signed copy of Requisition for e payment as per item no-6 PartVI (.pdf)

RequiredDuly filled and Signed copy of Affidavit as per item no-4 Part- VI (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,178

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

6 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	305.6	cum	-	-
1.002	OD73484/2026-2027:Supplying and filling with granular material in the slushy area to achieve adequate bearing strength and for drainage layer laid in the line and level, and compacted	114.6	cum	-	-
1.003	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	114.6	cum	-	-
1.004	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	114.6	cum	-	-
1.005	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	38.2	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1489663.xls

BOQ • 0.30 MB

eay.pdf

Tender Documents • 0.07 MB

form_of_tender.pdf

Tender Documents • 0.18 MB

integrity_pact.pdf

Tender Documents • 0.05 MB

PreAgmntFormat_New.pdf

Tender Documents • 0.30 MB

sbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	305.6	cum	-	-
1.002	OD73484/2026-2027:Supplying and filling with granular material in the slushy area to achieve adequate bearing strength and for drainage layer laid in the line and level, and compacted	114.6	cum	-	-
1.003	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	114.6	cum	-	-
1.004	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	114.6	cum	-	-
1.005	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	38.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RESTORATION

1.001

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

305.6

cum

1.002

OD73484/2026-2027:Supplying and filling with granular material in the slushy area to achieve adequate bearing strength and for drainage layer laid in the line and level, and compacted

114.6

cum

1.003

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

114.6

cum

1.004

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

114.6

cum

1.005

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

38.2

cum