Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan NDY GP 2025 26 Restoration Works for Jalajeevan Project Subhash Chandrabose Road Ward 3 Project No 447 25 26 General Civil Work

Local Self Government Department

Kariyad | Ernakulam, Kerala

Amount: ₹1.9 LCloses: 15 May 2026Closed

Timeline

Published7 May 2026
Closed15 May 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids22 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	joseph km L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance	-10.60%	₹1.7 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	PROPRIETORSHIP L2₹1.9 L+₹19,974.50 (11.9%)Admitted-Fee/PreQual/Technical/Finance	+0.00%	₹1.9 L+₹19,974.50 (11.9%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹1.9 L

EMD Value

₹4,711

Closing Date

15 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer LID EW Section Nedumbassery

Address

Assistant Engineer LID EW Section Nedumbassery

Work Description

Annual Plan NDY GP 2025 26 Restoration Works for Jalajeevan Project Subhash Chandrabose Road Ward 3 Project No 447 25 26 General Civil Work

Tender Information

Tender ID

2026_LSGD_849488_1

Reference Number

03/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)

RequiredBID SUBMISSION LETTER (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,711

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 May 2026

Published

7 May 2026

Bid Opening

16 May 2026

Download Starts

7 May 2026

Download Ends

15 May 2026

Submission Starts

7 May 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION WORK
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	441.5	-
1.002	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	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	-	cum	3,337.88	-
1.004	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	1	cum	3,750.64	₹3,746.89
1.005	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	-	sqm	80.37	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1435439.pdf

PDF

boq_comp_chart.xlsx

xlsx

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

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1435439.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

joseph km

L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance

PROPRIETORSHIP

L2₹1.9 L+₹19,974.50 (11.9%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RESTORATION WORK
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	441.5	-
1.002	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	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	-	cum	3,337.88	-
1.004	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	1	cum	3,750.64	₹3,746.89
1.005	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	-	sqm	80.37	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RESTORATION WORK

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

441.5

1.002

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

3,337.88

1.004

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

cum

3,750.64

₹3,746.89

1.005

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

sqm

80.37