Kerala

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Civil Works - Bridges

GENERAL-CHEEKKALKADAVU BYEPASS ROAD-CONSTRUCTION OF BYE PASS ROAD CONNECTING KALLADA-PUTHOOR ROAD AND CHEEKKALKADAVU BRIDGE IN KUNNATHOOR CONSTITUENCY-General Civil Work

Public Works Department

Kollam | Alappuzha, Kerala

Amount: ₹2.3 CrCloses: 21 May 2026Closed

Timeline

Published12 May 2026
Closed21 May 2026
Bid Opening23 May 2026

Tender Value

₹2.3 Cr

EMD Value

₹1 L

Closing Date

21 May 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer

Address

O/o the SE, Bridges South Circle, Alappuzha

Work Description

General Civil Work

Tender Information

Tender ID

2026_PWD_845666_2

Reference Number

PWD/BR/TR/702/2022_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

547 days

Location

Kollam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical/Finance

RequiredStandard Bidding Document (.pdf)

RequiredPreliminary Agreement on Rs.200/- stamp paper, duly signed (.pdf)

RequiredIntegrity Pact, duly signed (.pdf)

RequiredRequisition for e-payment, duly filled (.pdf)

RequiredAffidavit on Rs.200/- stamp paper, duly filled and signed (.pdf)

RequiredForm of Tender, duly signed (.pdf)

RequiredEMD Exemption Certificate, if any (.pdf)

RequiredExperience Certificate (.pdf)

RequiredMoU as per item No.8 of Part VII (.pdf)

RequiredBank Certificate as per clause 2.6 of Part VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredGST Registration Certificate (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 May 2026

Published

12 May 2026

Bid Opening

23 May 2026

Download Starts

12 May 2026

Download Ends

21 May 2026

Submission Starts

12 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (34 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A-APPROACH ROAD AND JUNCTION FORMATION
1.001	2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means	-	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	-	cum	-	-
1.003	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	-	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	-	cum	-	-
1.005	3.16:Construction of embankment 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.	1	cum	-	-
1.006	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	-	sqm	-	-
1.007	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	-	cum	-	-
1.008	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	-	cum	-	-
1.009	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	-	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.64 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A-APPROACH ROAD AND JUNCTION FORMATION
1.001	2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means	-	Hectare	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	-	cum	-	-
1.003	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	-	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	-	cum	-	-
1.005	3.16:Construction of embankment 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.	1	cum	-	-
1.006	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	-	sqm	-	-
1.007	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	-	cum	-	-
1.008	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	-	cum	-	-
1.009	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A-APPROACH ROAD AND JUNCTION FORMATION

1.001

2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means

Hectare

1.002

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

cum

1.003

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

cum

1.004

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

cum

1.005

3.16:Construction of embankment 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.

cum

1.006

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

sqm

1.007

4.2.A.2: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-IV - For lower sub-base - Mix in Place Method

cum

1.008

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

cum

1.009

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

sqm