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Annual Plan-231/26-27-Mayoorapuram Ambalappara Link Pulpra Road Concreting in Ward 09 of Koovappady GP-General Civil Work

Local Self Government Department

Koovappady | Ernakulam, Kerala

Amount: ₹1.8 LCloses: 1 Oct 2026Due tomorrow

Timeline

Published22 Sept 2026
Closes1 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹1.8 L

EMD Value

₹4,436

Closing Date

1 Oct 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, LID EW section, Koovappady

Work Description

Annual Plan-231/26-27-Mayoorapuram Ambalappara Link Pulpra Road Concreting in Ward 09 of Koovappady GP-General Civil Work

Tender Information

Tender ID

2026_LSGD_871432_1

Reference Number

16/T1/AE/LIDEW/KVPDY/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Koovappady

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Duly filled and signed bid submission form (1MB) (.pdf)

RequiredCopy of Preliminary agreement duly filled and signed by the contractor(1MB) (.pdf)

RequiredScanned attested copy of contractors valid licence,GST registration certificate and Aadharcard (1MB) (.pdf)

RequiredScanned copy of Affidavit duly filled and signed by the contractor(1MB) (.pdf)

RequiredScanned copy of Duly filled and signed requisition form for epayment and format for Integrity Pact (.pdf)

RequiredSBD duly digitally signed by contractor (3MB) (.pdf)

RequiredTender Schedule (should be rounded to two decimals, others cannot be uploaded in price 3) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹4,436

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

22 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.	24.14	cum	-	-
1.002	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	5.1	cum	-	-
1.003	OD104309/2026-2027:Providing Plain cement concrete for road work Exclusive of form work, CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using Needle Vibrator, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4). Modified 75.8.1	14.79	cum	-	-
1.004	OD187690/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.	0.72	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1477010.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.88 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.	24.14	cum	-	-
1.002	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	5.1	cum	-	-
1.003	OD104309/2026-2027:Providing Plain cement concrete for road work Exclusive of form work, CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using Needle Vibrator, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4). Modified 75.8.1	14.79	cum	-	-
1.004	OD187690/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.	0.72	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concreting

1.001

3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

24.14

cum

1.002

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

5.1

cum

1.003

OD104309/2026-2027:Providing Plain cement concrete for road work Exclusive of form work, CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using Needle Vibrator, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4). Modified 75.8.1

14.79

cum

1.004

OD187690/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.

0.72

sqm