Kerala

Active

Works

Civil Works - Bridges

GENERAL-Urgent Repair works to Puthiyapalam Bridge at km 1/650 of GVCKalpathy road-Repair works to Puthiyapalam Bridge-General Civil Work

Public Works Department

Palakkad, Kerala

Amount: ₹9.7 LCloses: 14 Oct 20263d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹9.7 L

EMD Value

₹24,361

Closing Date

14 Oct 2026, 4:00 pm3d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

office of the ASSISTANT EXECUTIVE ENGINEERPWD BRIDGES SUB DIVISION PALAKKAD

Work Description

RETENDER 2- Bridge-General Civil Work

Tender Information

Tender ID

2026_PWD_869655_3

Reference Number

PWD/BR/TR/12785/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

90 days

Location

PALAKKAD

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

Required1. Bid scrutiny and submission fee remittance (.pdf)

Required2. Bid submission letter as per item no-1 Part-VI (.pdf)

Required3. Integrity pact certificate as per item no-3 PartVI (.pdf)

Required4. Preliminary agreement as per item no-2 PartVI (.pdf)

Required5. Requisition for e-payment as per item no-6 PartVI (.pdf)

Required6. Affidavit as per item no-4 Part- VI (.pdf)

Required7. Bidder valid registration certificate (.pdf)

Required8. Standard Bid documents (.pdf)

Required10. GST Document (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,150

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹24,361

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

17 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1appendix2
1.001	OD111813/2026-2027:Engaging man Mazdoor (Coolie) for cutting the trees,clearing the ventway etc	8	each	-	-
1.002	OD140189/2026-2027:Providing T expansion joint using MS T section 15015010mm size @22.70kg/m including all cost and conveyance including cutting and placing in postion etc.	88	metre	-	-
1.003	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.14	MT	-	-
1.004	12.8.G.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M30 - Using Concrete Mixer - (without formwork) <br>	2.69	cum	-	-
1.005	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,039.5	sqm	-	-
1.006	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	31.19	cum	-	-
1.007	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	80	sqm	-	-
1.008	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	12	cum	-	-
1.009	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.	12	cum	-	-

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 • 0.06 MB

Tendernotice_2.pdf

PDF • 1.65 MB

Work Item Documents

nit3.pdf

Tender Documents • 0.04 MB

viewsbd3.pdf

Tender Documents • 1.64 MB

BOQ_1490567.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1appendix2
1.001	OD111813/2026-2027:Engaging man Mazdoor (Coolie) for cutting the trees,clearing the ventway etc	8	each	-	-
1.002	OD140189/2026-2027:Providing T expansion joint using MS T section 15015010mm size @22.70kg/m including all cost and conveyance including cutting and placing in postion etc.	88	metre	-	-
1.003	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.14	MT	-	-
1.004	12.8.G.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M30 - Using Concrete Mixer - (without formwork) <br>	2.69	cum	-	-
1.005	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	1,039.5	sqm	-	-
1.006	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	31.19	cum	-	-
1.007	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	80	sqm	-	-
1.008	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	12	cum	-	-
1.009	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.	12	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1appendix2

1.001

OD111813/2026-2027:Engaging man Mazdoor (Coolie) for cutting the trees,clearing the ventway etc

each

1.002

OD140189/2026-2027:Providing T expansion joint using MS T section 150*150*10mm size @22.70kg/m including all cost and conveyance including cutting and placing in postion etc.

metre

1.003

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

0.14

1.004

12.8.G.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M30 - Using Concrete Mixer - (without formwork) <br>

2.69

cum

1.005

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1,039.5

sqm

1.006

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

31.19

cum

1.007

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

1.008

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

1.009

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