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GENERAL-Reconstruction damaged culvert ch 0/810-in Piravom elanji road -General Civil Work

Public Works Department

PIRAVOM | Ernakulam, Kerala

Amount: ₹7.4 LCloses: 26 Sept 2026Due today

Timeline

Published18 Sept 2026
Closes26 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹7.4 L

EMD Value

₹18,396

Closing Date

26 Sept 2026, 3:00 pmDue today

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer, PWD Roads Subdivision , Muvattupuzha

Work Description

Piravom Elanji road is an important road connecting the southern parts of Ernakulam District. This forms the part of the newly declared Ernakulam Sabarimala State highway.

Tender Information

Tender ID

2026_PWD_867575_2

Reference Number

PWD/RB/TR/1230/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

PIRAVOM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

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

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

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

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

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

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredGST document (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,625

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,396

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

18 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bridge Maintenance
1.001	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	1.85	cum	-	-
1.002	2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar.	4.92	cum	-	-
1.003	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)	12.26	cum	-	-
1.004	15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.	8.83	cum	-	-
1.005	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.	1.96	cum	-	-
1.006	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	22.81	cum	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	2.25	cum	-	-
1.008	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	2.04	MT	-	-
1.009	8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces	8	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

ep.pdf

Tender Documents • 0.05 MB

nit.pdf

Tender Documents • 0.03 MB

sbd.pdf

Tender Documents • 1.64 MB

BOQ_1476206.xls

BOQ • 0.32 MB

inte.pdf

Tender Documents • 0.01 MB

Affid.pdf

Tender Documents • 0.07 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bridge Maintenance
1.001	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	1.85	cum	-	-
1.002	2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar.	4.92	cum	-	-
1.003	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)	12.26	cum	-	-
1.004	15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.	8.83	cum	-	-
1.005	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.	1.96	cum	-	-
1.006	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	22.81	cum	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	2.25	cum	-	-
1.008	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	2.04	MT	-	-
1.009	8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces	8	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bridge Maintenance

1.001

2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means

1.85

cum

1.002

2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar.

4.92

cum

1.003

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)

12.26

cum

1.004

15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.

8.83

cum

1.005

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.

1.96

cum

1.006

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

22.81

cum

1.007

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

2.25

cum

1.008

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

2.04

1.009

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

sqm