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Civil Works - Roads

410/26-27-Rayamangalam G.P , Renovation of KK Road in ward -19-Ward-19- General Civil Work

Local Self Government Department

RAYAMANGALAM | Ernakulam, Kerala

Amount: ₹2.3 LCloses: 6 Oct 20266d left

Timeline

Published29 Sept 2026
Closes6 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹2.3 L

EMD Value

₹5,708

Closing Date

6 Oct 2026, 2:00 pm6d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP

Work Description

410/26-27-Rayamangalam G.P , Renovation of KK Road in ward -19-Ward-19- General Civil Work

Tender Information

Tender ID

2026_LSGD_873332_3

Reference Number

ET5/1/RYM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

330 days

Location

RAYAMANGALAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSHEDULE (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT (.pdf)

RequiredDECLARATION AND FORM OF TENDER SIGNED BY CONTRACTOR (.pdf)

RequiredSCANNED COPY OF CONTRACTORS LISENCE AND GST REGISTRATION (.pdf)

RequiredSIGNED SCANNED COPY OF INTEGRITY PACT AND AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF BID DOCUMENT WITH NIT SIGNED BY CONTRACTOR (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,708

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

29 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A
1.001	OD90637/2026-2027:Sectioning up to 150mm and forming the surface all complete-for new roads	151.7	1 sqm	-	-
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	11.38	cum	-	-
1.003	OD89092/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.	139.4	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.08	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 • 0.93 MB

Work Item Documents

BOQ_1483542.xls

BOQ • 0.30 MB

BIDDOC410KKROAD.pdf

Tender Documents • 1.64 MB

NIT410KKROAD.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A
1.001	OD90637/2026-2027:Sectioning up to 150mm and forming the surface all complete-for new roads	151.7	1 sqm	-	-
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	11.38	cum	-	-
1.003	OD89092/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.	139.4	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.08	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix-A

1.001

OD90637/2026-2027:Sectioning up to 150mm and forming the surface all complete-for new roads

151.7

1 sqm

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

11.38

cum

1.003

OD89092/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.

139.4

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.08

cum