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Annual Plan NDY GP 26 27 Restoration works for Jalajeevan Project KUNNISSERY BUND Road Ward 18 Proj No 317 27 General Civil Work

Local Self Government Department

Kariyad | Ernakulam, Kerala

Amount: ₹1.7 LCloses: 8 Oct 20266d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹4,191

Closing Date

8 Oct 2026, 11:00 am6d left

Tender Inviting Organisation

Name

Assistant Engineer LID EW Section Nedumbassery

Address

O/o Assistant Engineer LID EW Section Nedumbassery

Work Description

Annual Plan NDY GP 26 27 Restoration works for Jalajeevan Project KUNNISSERY BUND Road Ward 18 Proj No 317 27 General Civil Work

Tender Information

Tender ID

2026_LSGD_874821_5

Reference Number

10/AE LID EW/NDY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

60 days

Location

Kariyad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredFORM OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredNIT SBD (.pdf)

RequiredBIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredFEE DETAILS FOR BID SECURITY AND BID SUBMISSION (.pdf)

RequiredBOQ (.xls)

RequiredBID SUBMISSION LETTER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹4,191

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

30 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RENOVATION
1.001	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	27	cum	54.66	₹1,475.82
1.002	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	30.38	cum	3,750.64	₹1,13,925.69
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	405	sqm	129.02	₹52,253.1

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.62 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.65 MB

BOQ_1485177.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RENOVATION
1.001	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	27	cum	54.66	₹1,475.82
1.002	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	30.38	cum	3,750.64	₹1,13,925.69
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	405	sqm	129.02	₹52,253.1

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RENOVATION

1.001

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

cum

54.66

₹1,475.82

1.002

4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead

30.38

cum

3,750.64

₹1,13,925.69

1.003

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

405

sqm

129.02

₹52,253.1