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Civil Works - Roads

Annual plan Pulinkunn GP79 Road maintenance from Valiyavettil to Nattuthodu Ward No 8

Local Self Government Department

PULINCUNNU | Alappuzha, Kerala

Amount: ₹2.0 LCloses: 22 Oct 20264d left

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Timeline

Published15 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹2.0 L

EMD Value

₹5,022

Closing Date

22 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID EW SECTION PULINCUNNU

Work Description

Annual plan Pulinkunn GP79 Road maintenance from Valiyavettil to Nattuthodu Ward No 8

Tender Information

Tender ID

2026_LSGD_880035_1

Reference Number

15/AE/PLUN/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PULINCUNNU

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredTender schedule (.xls)

RequiredIntegrity pact certificate (.pdf)

RequiredE payment form (.pdf)

RequiredStandard bid document (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAttested copy of contractors registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,022

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

15 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintanance.
1.001	OD177776/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller. Taking out put = 100 m2.	48	1 sqm	-	-
1.002	OD177824/2026-2027: Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1(without power roller)(KUTTANAD TALUK Veliyanadu)	7.2	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	7.2	cum	-	-
1.004	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)	18.14	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

PA.pdf

Tender Documents • 0.26 MB

FT.pdf

Tender Documents • 0.25 MB

Affd.pdf

Tender Documents • 0.24 MB

SBD.pdf

Tender Documents • 2.10 MB

EP.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintanance.
1.001	OD177776/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller. Taking out put = 100 m2.	48	1 sqm	-	-
1.002	OD177824/2026-2027: Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1(without power roller)(KUTTANAD TALUK Veliyanadu)	7.2	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	7.2	cum	-	-
1.004	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)	18.14	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintanance.

1.001

OD177776/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller. Taking out put = 100 m2.

1 sqm

1.002

OD177824/2026-2027: Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1(without power roller)(KUTTANAD TALUK Veliyanadu)

7.2

cum

1.003

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

7.2

cum

1.004

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)

18.14

cum