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Annual Plan-2026-27-Pallippuram GP-Pro.No.322/27-Tile paving at Anjalotta lane 3rd reach road in ward No.9 of Pallippuram GP-General Civil Work-1

Local Self Government Department

Pallippuram Grama Panchayat | Ernakulam, Kerala

Amount: ₹2.8 LCloses: 3 Oct 2026Due tomorrow

Timeline

Published23 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹2.8 L

EMD Value

₹6,987

Closing Date

3 Oct 2026, 11:00 amDue tomorrow

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.322/27-Tile paving at Anjalotta lane 3rd reach road in ward No.9 of Pallippuram GP-General Civil Work-1

Tender Information

Tender ID

2026_LSGD_871304_10

Reference Number

02/2026/AE/LIDEW/PPM/II 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 ofSBD (.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

₹620

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,987

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

23 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Road
1.001	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	19.6	cum	-	-
1.002	OD56659/2026-2027:Providing and laying interlocking concrete block pavements using 80 mm M 40 b hydraulic blocks of approved size , design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer in charge.(OD approved by EE )	158.4	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)	1.95	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1476848.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.68 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Road
1.001	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	19.6	cum	-	-
1.002	OD56659/2026-2027:Providing and laying interlocking concrete block pavements using 80 mm M 40 b hydraulic blocks of approved size , design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer in charge.(OD approved by EE )	158.4	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)	1.95	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Road

1.001

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

19.6

cum

1.002

OD56659/2026-2027:Providing and laying interlocking concrete block pavements using 80 mm M 40 b hydraulic blocks of approved size , design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer in charge.(OD approved by EE )

158.4

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)

1.95

cum