Kerala

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Civil Works - Roads

Retender LAC-ADS- MLA ADS 2024-25 Improvements to Pallikoodam Veli Road in Punnapra South GP-.-General Civil Wor

Public Works Department

Ambalapuzha | Alappuzha, Kerala

Amount: ₹16.5 LCloses: 13 Jul 2026Closed

Timeline

Published7 Jul 2026
Closed13 Jul 2026
Awarded13 Aug 2026

Bids

2 Bids13 Aug 2026

#	Company	Amount	Rank	Status
1	SUNIL M L1₹15.2 LAccepted-AOC	₹15.2 L	L1	Accepted-AOC L1
2	BALU B L2₹16.0 L+₹74,292 (4.87%)Rejected-AOC	₹16.0 L+₹74,292 (4.87%)	L2	Rejected-AOC L2

Tender Value

₹16.5 L

EMD Value

₹41,285

Closing Date

13 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Subdivision Alappuzha

Work Description

Retender LAC-ADS- MLA ADS 2024-25 Improvements to Pallikoodam Veli Road in Punnapra South GP-.-General Civil Work

Tender Information

Tender ID

2026_PWD_857004_2

Reference Number

PWD/RB/TR/4524/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Ambalapuzha

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredE Payment (.pdf)

RequiredTender documents duly filled (.pdf)

RequiredScanned copy of Registration certificate /License (.pdf)

RequiredFormat for affidavit (.pdf)

RequiredNotice Inviting Tender (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredPart VI- FORMS and DECLARATIONS (.pdf)

RequiredGST Registration certificate (.pdf)

RequiredBOQ/Tender schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹41,285

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Aug 2026

Published

7 Jul 2026

Bid Opening

15 Jul 2026

Download Starts

7 Jul 2026

Download Ends

13 Jul 2026

Submission Starts

7 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1IMPROVEMENTS TO ROAD WAY
1.001	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	-	cum	-	-
1.002	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
1.003	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	-	cum	-	-
1.004	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	-	cum	-	-
1.005	OD350607/2025-2026:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.	-	sqm	-	-
1.006	OD350608/2025-2026:Suppplying and fixing inauguration stone	-	each	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1453153.pdf

PDF

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 • 0.05 MB

Work Item Documents

Palliboq.xls

Tender Documents • 0.23 MB

Pallibid.pdf

Tender Documents • 1.64 MB

Integrity.pdf

Tender Documents • 0.52 MB

Tenderform.pdf

Tender Documents • 0.41 MB

Prelemenaryagreement.pdf

Tender Documents • 0.24 MB

Epayment.pdf

Tender Documents • 0.07 MB

Affidavit.pdf

Tender Documents • 0.32 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

SUNIL M

L1₹15.2 LAccepted-AOC

BALU B

L2₹16.0 L+₹74,292 (4.87%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1IMPROVEMENTS TO ROAD WAY
1.001	2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately	-	cum	-	-
1.002	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
1.003	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	-	cum	-	-
1.004	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	-	cum	-	-
1.005	OD350607/2025-2026:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.	-	sqm	-	-
1.006	OD350608/2025-2026:Suppplying and fixing inauguration stone	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1IMPROVEMENTS TO ROAD WAY

1.001

2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

cum

1.002

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

cum

1.003

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

cum

1.004

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

cum

1.005

OD350607/2025-2026:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

sqm

1.006

OD350608/2025-2026:Suppplying and fixing inauguration stone

each