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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

puthiyapalam | Palakkad, Kerala

Amount: ₹9.7 LCloses: 3 Oct 20266d left

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹9.7 L

EMD Value

₹24,361

Closing Date

3 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PWDBRIDGES SUB DIVISION PALAKKAD

Work Description

Urgent Repair work

Tender Information

Tender ID

2026_PWD_869655_2

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

puthiyapalam

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

24 Sept 2026

Published

24 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

24 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

24 Sept 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

BOQ_1480059.xls

BOQ • 0.30 MB

retendernit.pdf

Tender Documents • 0.04 MB

retenderviewsbd.pdf

Tender Documents • 1.64 MB

Ready to Participate?

Download all tender documents and submit your bid

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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