Kerala

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Civil Works - Buildings

Annual Plan-Pampakuda Gramapanchayath 2026-27 project -83-27 Construction of Retaining Wall For Onakoor Anganwady Pathway-General Civil Work

Local Self Government Department

PAMPAKUDA GP | Ernakulam, Kerala

Amount: ₹3.6 LCloses: 9 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed9 Sept 2026
Bid Opening10 Sept 2026

Tender Value

₹3.6 L

EMD Value

₹8,947

Closing Date

9 Sept 2026, 9:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Pampakuda GP

Work Description

civil work

Tender Information

Tender ID

2026_LSGD_865052_2

Reference Number

03/2026-27/AE/LIDEW/PKDA

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

PAMPAKUDA GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredGST Document and PAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹790

EMD Fee Amount

₹8,947

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Sept 2026

Published

1 Sept 2026

Bid Opening

10 Sept 2026

Download Starts

1 Sept 2026

Download Ends

9 Sept 2026

Submission Starts

1 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retaining wall
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1468199.xls

BOQ • 0.30 MB

03sbd.pdf

Tender Documents • 1.80 MB

03nit.pdf

Tender Documents • 0.03 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retaining wall
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1retaining wall

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

cum

1.002

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

cum