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Civil Works - Roads

388/26-27 Rayamangalam G.P Puliyambilly choornavayal Road Maintanance.- Ward 13-General Civil Work

Local Self Government Department

RAYAMANGALAM | Ernakulam, Kerala

Amount: ₹10.6 LCloses: 5 Oct 2026

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹10.6 L

EMD Value

₹26,462

Closing Date

5 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

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

Work Description

388/26-27 Rayamangalam G.P Puliyambilly choornavayal Road Maintanance.- Ward 13-General Civil Work

Tender Information

Tender ID

2026_LSGD_873332_1

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

₹970

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹26,462

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance work
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	611	sqm	-	-
1.002	6.1.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	45.83	cum	-	-
1.003	OD202722/2026-2027:Providing and laying of Inter locking Concrete Block Pavements using 80mm 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 direction of Engineer in charge	572	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)	5.31	cum	-	-
1.005	OD204087/2026-2027:Sectioning up to 150mm and forming the surface all complete-for old roads	125	1 sqm	-	-
1.006	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	18.75	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.93 MB

Work Item Documents

BIDDOC388PULIYAMBILLY.pdf

Tender Documents • 1.65 MB

NIT388PULIYAMBILLY.pdf

Tender Documents • 0.03 MB

BOQ_1481519.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance work
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	611	sqm	-	-
1.002	6.1.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	45.83	cum	-	-
1.003	OD202722/2026-2027:Providing and laying of Inter locking Concrete Block Pavements using 80mm 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 direction of Engineer in charge	572	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)	5.31	cum	-	-
1.005	OD204087/2026-2027:Sectioning up to 150mm and forming the surface all complete-for old roads	125	1 sqm	-	-
1.006	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	18.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance work

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

611

sqm

1.002

6.1.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

45.83

cum

1.003

OD202722/2026-2027:Providing and laying of Inter locking Concrete Block Pavements using 80mm 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 direction of Engineer in charge

572

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)

5.31

cum

1.005

OD204087/2026-2027:Sectioning up to 150mm and forming the surface all complete-for old roads

125

1 sqm

1.006

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

18.75

cum