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GENERAL-Bridge Safety-Ordinary Repair of Pallithazham Bridge, Manjali Bridge, Kesavathuruth Bridge (Sluice cum Bridge) and Thathapilly Bridge in Paravur Constituency Bridge Safety-General Civil Work

Public Works Department

Manjali | Ernakulam, Kerala

Amount: ₹6.0 LCloses: 15 Oct 20265d left

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Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹6.0 L

EMD Value

₹14,941

Closing Date

15 Oct 2026, 2:00 pm5d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

O/o Assistant Executive Engineer, PWD Bridges Sub Division, Ernakulam

Work Description

GENERAL-Bridge Safety-Ordinary Repair of Pallithazham Bridge, Manjali Bridge, Kesavathuruth Bridge (Sluice cum Bridge) and Thathapilly Bridge in Paravur Constituency Bridge Safety-General Civil Work

Tender Information

Tender ID

2026_PWD_841535_4

Reference Number

PWD/BR/TR/11348/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

180 days

Location

Manjali

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of valid Registration Certificate Self attested by bidder and Epayment form in original (.pdf)

RequiredAny other relevant docs (bank, GST certificate, Financial statement, EMD exemption certificate etc.) (.pdf)

RequiredTender Document and Bid Submission letter as per item no 1 parts VI filled and signed by the bidder (.pdf)

RequiredIntegritypact Certificate asItemNo.3 partsVI of bid document filled and signed by bidder in original (.pdf)

RequiredAffidavit as said items No 4 parts VI of bid document filled and signed by bidder (.pdf)

RequiredPreliminary Agt. filled and signed as said item2partVI in bid filledand signed by bidder in original (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,320

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,941

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rehabilitation of bridges
1.001	OD63168/2025-2026:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	294.2	sqm	-	-
1.002	16.11:Eproxy bonding of new concrete to old concrete	7.03	sqm	-	-
1.003	16.8:Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification	8.4	sqm	-	-
1.004	OD68153/2025-2026:OD66400/2025-2026 Encasing the deteriorated piles in underwater with Renderoc UW so as to get a uniform size . Applying epoxy bonding agent on the existing concrete surface so as to get well bonding with new surface.Chipping and removing old spalling/defective concrete and exposing the defective/corroded reinforcement of the ceiling , join the additional bar wherever1/3 diameter of the bar is corroded. Removal of the defective concrete across the bar should be at least 2mm beyond the defective bar so that the reinforcing bar can be cleaned with emery ribbon, wire brush etc. After cleaning the bar wash the bar with clean water and collectall spalled/fallen concrete. Measurement is calculated for whole calculated whole exposed area. Including cost of materials, labour charges, conveyance of materials to site hire charges of tools and form work for pile etc complete.All complete as per manufactures specification and as per the instruction of engineer in charge.	2.35	cum	-	-
1.005	OD313872/2025-2026:Drilling holes through the pile for anchoring steel bars.	80	each	-	-
1.006	14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications	0.26	MT	-	-
2Routine maintenance
2.001	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	0.03	Hectare	-	-
2.002	OD63170/2025-2026:Engaging man mazdoor for clearing silt from the deck slab of bridge, vegetation growth on sub structure, hand rails etc, complete	17	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1491335.xls

BOQ • 0.31 MB

nitsbd.pdf

Tender Documents • 1.66 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rehabilitation of bridges
1.001	OD63168/2025-2026:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .	294.2	sqm	-	-
1.002	16.11:Eproxy bonding of new concrete to old concrete	7.03	sqm	-	-
1.003	16.8:Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification	8.4	sqm	-	-
1.004	OD68153/2025-2026:OD66400/2025-2026 Encasing the deteriorated piles in underwater with Renderoc UW so as to get a uniform size . Applying epoxy bonding agent on the existing concrete surface so as to get well bonding with new surface.Chipping and removing old spalling/defective concrete and exposing the defective/corroded reinforcement of the ceiling , join the additional bar wherever1/3 diameter of the bar is corroded. Removal of the defective concrete across the bar should be at least 2mm beyond the defective bar so that the reinforcing bar can be cleaned with emery ribbon, wire brush etc. After cleaning the bar wash the bar with clean water and collectall spalled/fallen concrete. Measurement is calculated for whole calculated whole exposed area. Including cost of materials, labour charges, conveyance of materials to site hire charges of tools and form work for pile etc complete.All complete as per manufactures specification and as per the instruction of engineer in charge.	2.35	cum	-	-
1.005	OD313872/2025-2026:Drilling holes through the pile for anchoring steel bars.	80	each	-	-
1.006	14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications	0.26	MT	-	-
2Routine maintenance
2.001	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	0.03	Hectare	-	-
2.002	OD63170/2025-2026:Engaging man mazdoor for clearing silt from the deck slab of bridge, vegetation growth on sub structure, hand rails etc, complete	17	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Rehabilitation of bridges

1.001

OD63168/2025-2026:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .

294.2

sqm

1.002

16.11:Eproxy bonding of new concrete to old concrete

7.03

sqm

1.003

16.8:Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification

8.4

sqm

1.004

OD68153/2025-2026:OD66400/2025-2026 Encasing the deteriorated piles in underwater with Renderoc UW so as to get a uniform size . Applying epoxy bonding agent on the existing concrete surface so as to get well bonding with new surface.Chipping and removing old spalling/defective concrete and exposing the defective/corroded reinforcement of the ceiling , join the additional bar wherever1/3 diameter of the bar is corroded. Removal of the defective concrete across the bar should be at least 2mm beyond the defective bar so that the reinforcing bar can be cleaned with emery ribbon, wire brush etc. After cleaning the bar wash the bar with clean water and collectall spalled/fallen concrete. Measurement is calculated for whole calculated whole exposed area. Including cost of materials, labour charges, conveyance of materials to site hire charges of tools and form work for pile etc complete.All complete as per manufactures specification and as per the instruction of engineer in charge.

2.35

cum

1.005

OD313872/2025-2026:Drilling holes through the pile for anchoring steel bars.

each

1.006

14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

0.26

2Routine maintenance

2.001

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

0.03

Hectare

2.002

OD63170/2025-2026:Engaging man mazdoor for clearing silt from the deck slab of bridge, vegetation growth on sub structure, hand rails etc, complete

each