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TVDR GP 2026-27-Project No. 99/27 Renovation of Valuparambil padi Thottumkara Canal Road at Ward 12

Local Self Government Department

Thiruvanvandoor | Alappuzha, Kerala

Amount: Refer DocsCloses: 14 Oct 20263d left

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Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

Refer Docs

EMD Value

₹11,754

Closing Date

14 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD Thiruvanvandoor GP

Work Description

TVDR GP 2026-27-Project No. 99/27 Renovation of Valuparambil padi Thottumkara Canal Road at Ward 12

Tender Information

Tender ID

2026_LSGD_876802_1

Reference Number

99/AE/LSGD/TVDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

60 days

Location

Thiruvanvandoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSTANDARD BID DOCUMENT WITH NIT (.pdf)

RequiredBID SECURITY REMITTANCE, BID SUBMISSION FEE REMITTANCE, BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBID SUBMISSION LETTER AS PER ITEM No. 1 PART VI OF SBD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AS PER ITEM No. 3 PART VI OF SBD (.pdf)

RequiredPRELIMINARY AGREEMENT AS PER ITEM No. 2 PART VI OF SBD, AFFIDAVIT AS PER ITEM No. 4 PART VI OF SBD (.pdf)

RequiredREQUISITION OF E PAYMENT AS PER ITEM No.6 PART VI OF SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,040

EMD Fee Amount

₹11,754

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Renovation
1.001	OD84725/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	256.25	per sqm	-	-
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.	8.32	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)	46.13	cum	-	-
1.004	OD84785/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, compacting, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)	6.15	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

affidavit.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

BOQ_1489454.xls

BOQ • 0.30 MB

ipact.pdf

Tender Documents • 0.23 MB

preliminary.pdf

Tender Documents • 0.18 MB

tenderform.pdf

Tender Documents • 0.24 MB

viewsbd.pdf

Tender Documents • 1.66 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Renovation
1.001	OD84725/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	256.25	per sqm	-	-
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.	8.32	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)	46.13	cum	-	-
1.004	OD84785/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, compacting, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)	6.15	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Renovation

1.001

OD84725/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller

256.25

per sqm

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.

8.32

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)

46.13

cum

1.004

OD84785/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, compacting, grading to required slope (WITHOUT POWER ROLLER & MOTOR GRADER)

6.15

cum