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Annual Plan-2026-27-Pallippuram GP-Pro.No.149/27-Tile paving of Sreenarayana lane link road in ward No.10 of Pallippuram GP-General Civil Work-1

Local Self Government Department

Pallippuram Grama Panchayat | Ernakulam, Kerala

Amount: ₹1.4 LCloses: 26 Oct 20267d left

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Timeline

Published15 Oct 2026
Closes26 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹1.4 L

EMD Value

₹3,522

Closing Date

26 Oct 2026, 11:00 am7d left

Tender Inviting Organisation

Name

George C J

Address

Office of the Assistant Engineer, LIDEW Section Pallippuram Grama Panchayat

Work Description

Annual Plan-2026-27-Pallippuram GP-Pro.No.149/27-Tile paving of Sreenarayana lane link road in ward No.10 of Pallippuram GP-General Civil Work-1

Tender Information

Tender ID

2026_LSGD_878917_10

Reference Number

02/2026/AE/LIDEW/PPM/III PHASE

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Pallippuram Grama Panchayat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredDuly filled and signed copy of bid submission letter(Form of tender) as per item no-1 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of prelim. Agt. in plain paper as per item no 2 Part VI of SBD (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of the SBD (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of the SBD (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of the SBD (.pdf)

RequiredA complete set of bid document with NIT and digitally signed (.pdf)

RequiredDuly filled BoQ-file in MS-Excel format (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,522

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

15 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sreenarayana lane link road
1.001	OD57034/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (OD approved by EE)	8.52	cum	-	-
1.002	OD57032/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M35 interlocking hydraulic paver blocks made by strong vibratory compaction 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 Engineer-in-charge.	80.34	sqm	-	-
1.003	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)	1.98	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Work Item Documents

BOQ_1494156.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.68 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sreenarayana lane link road
1.001	OD57034/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (OD approved by EE)	8.52	cum	-	-
1.002	OD57032/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M35 interlocking hydraulic paver blocks made by strong vibratory compaction 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 Engineer-in-charge.	80.34	sqm	-	-
1.003	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)	1.98	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sreenarayana lane link road

1.001

OD57034/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (OD approved by EE)

8.52

cum

1.002

OD57032/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M35 interlocking hydraulic paver blocks made by strong vibratory compaction 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 Engineer-in-charge.

80.34

sqm

1.003

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)

1.98

cum