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Civil Works - Roads

Annual Plan-Perumbalam GP 2026 27 Prj No 51/27 Kallum veli Thoppu veli road renovation-Road concreting

Local Self Government Department

PERUMBALAM G P | Alappuzha, Kerala

Amount: ₹5.9 LCloses: 5 Oct 20267d left

Timeline

Published24 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,822

Closing Date

5 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

THE ASSISTANT ENGINEER LOCAL SELF GOVERNMENT DEPARTMENT PERUMBALAM G P

Work Description

Annual Plan-Perumbalam GP 2026 27 Prj No 51/27 Kallum veli Thoppu veli road renovation-Road concreting

Tender Information

Tender ID

2026_LSGD_872460_1

Reference Number

51/AE/LIDEW/PBLM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

PERUMBALAM G P

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,822

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

24 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of road
1.001	OD169459/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER	36.3	cum	-	-
1.002	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. (ii) Using Gravel mix soil.	32.4	cum	-	-
1.003	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)	48.6	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1479645.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.74 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of road
1.001	OD169459/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER	36.3	cum	-	-
1.002	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. (ii) Using Gravel mix soil.	32.4	cum	-	-
1.003	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)	48.6	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1construction of road

1.001

OD169459/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER

36.3

cum

1.002

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. (ii) Using Gravel mix soil.

32.4

cum

1.003

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)

48.6

cum