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Civil Works - Roads

GENERAL Reconstruction of collapsed retaining wall and Shoulder protection At Km 1 700 LHS embanked portion of Nattukal Bheemanad General Civil Work

Public Works Department

Palakkad, Kerala

Amount: ₹20.9 LCloses: 8 Oct 20267d left

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹20.9 L

EMD Value

₹50,000

Closing Date

8 Oct 2026, 4:00 pm7d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division Palakkad

Work Description

GENERAL Reconstruction of collapsed retaining wall and Shoulder protection At Km 1 700 LHS embanked portion of Nattukal Bheemanad General Civil Work

Tender Information

Tender ID

2026_PWD_874696_1

Reference Number

PWD/RB/TR/16767/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Palakkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of registration certificate/License 1Mb (.pdf)

RequiredScanned copy of GST registration Certificate 1 Mb (.pdf)

RequiredScanned copy of Requisition for E payment 1 Mb (.pdf)

RequiredScanned copy of Affidavit and Pan card 1 Mb (.pdf)

RequiredSigned copy of Bid submission letter 1 Mb (.pdf)

RequiredSigned copy of Integrity pact Certificate 1 Mb (.pdf)

RequiredNIT 3 Mb (.pdf)

RequiredScanned Copy of Preliminary Agreement 1 Mb (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Urgent Rectification work
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	75.4	cum	-	-
1.002	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.	51.25	cum	-	-
1.003	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	108.57	cum	-	-
1.004	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	0.6	cum	-	-
1.005	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	1.68	MT	-	-
1.006	13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material	41.6	cum	-	-
1.007	OD133278/2024-2025:Weep holes using PVC pipes ( working pressure 4kg/cm2) single socketed pipe 75mm dia	54.9	metre	-	-
1.008	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)	43.2	cum	-	-
1.009	4.2.A.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-III -For lower sub-base - Mix in Place Method	5.94	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.75 MB

Work Item Documents

BOQ_1484569.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Urgent Rectification work
1.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)	75.4	cum	-	-
1.002	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.	51.25	cum	-	-
1.003	13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m	108.57	cum	-	-
1.004	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	0.6	cum	-	-
1.005	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	1.68	MT	-	-
1.006	13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material	41.6	cum	-	-
1.007	OD133278/2024-2025:Weep holes using PVC pipes ( working pressure 4kg/cm2) single socketed pipe 75mm dia	54.9	metre	-	-
1.008	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)	43.2	cum	-	-
1.009	4.2.A.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-III -For lower sub-base - Mix in Place Method	5.94	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Urgent Rectification work

1.001

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

75.4

cum

1.002

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.

51.25

cum

1.003

13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m

108.57

cum

1.004

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

0.6

cum

1.005

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

1.68

1.006

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

41.6

cum

1.007

OD133278/2024-2025:Weep holes using PVC pipes ( working pressure 4kg/cm2) single socketed pipe 75mm dia

54.9

metre

1.008

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)

43.2

cum

1.009

4.2.A.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-III -For lower sub-base - Mix in Place Method

5.94

cum