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GENERAL SR 2025 26 Side protection works to Chalakudy Anamala road at Ch 34 200 near Charpa waterfalls in Chalakudy LAC General Civil Work

Public Works Department

Chalakudy | Thrissur, Kerala

Amount: ₹21.2 LCloses: 16 Jul 2026Closed

Timeline

Published9 Jul 2026
Closed16 Jul 2026
Bid Opening18 Jul 2026

Tender Value

₹21.2 L

EMD Value

₹50,000

Closing Date

16 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR

Address

EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR

Work Description

GENERAL SR 2025 26 Side protection works to Chalakudy Anamala road at Ch 34 200 near Charpa waterfalls in Chalakudy LAC General Civil Work

Tender Information

Tender ID

2025_PWD_809654_6

Reference Number

PWD/RB/10386/2025-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chalakudy

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredValid Contractors License (.pdf)

RequiredDuly filled and signed Preliminary agreement (.pdf)

RequiredDuly filled and signed Affidavit (.pdf)

RequiredDuly filled and signed form of tender (.pdf)

RequiredDuly filled and signed Integrity pact (.pdf)

RequiredDuly filled and signed E payment (.pdf)

RequiredGST Registration Certificate (.pdf)

RequiredDuly filled and signed Standard bid documents (.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

9 Jul 2026

Published

9 Jul 2026

Bid Opening

18 Jul 2026

Download Starts

9 Jul 2026

Download Ends

16 Jul 2026

Submission Starts

9 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Gabion protection wall
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	-	cum	-	-
1.002	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>	1	cum	-	-
1.003	OD186132/2025-2026:Supplying and providing MS dowel bars of size 20 mm dia,1.50 m long (1.00. m in rock and 0.50m min in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25 kg/each) etc. complete	-	no	-	-
1.004	OD186133/2025-2026:DR Packing in foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site	-	cum	-	-
1.005	OD186135/2025-2026:Supply and installation of BIS certified Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Boxes as per IS:16014:2024, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinc + Polymer coated, Dark Brown rust not more than 5% after subjecting to 10000 hours of neutral salt spray with minimum tensile strength of 40kN/m and punch strength of 25kN, abrasion resistant in accordance with ASTM A975 where average number of cycles caused by linear abrading action shall be greater than 300. Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, as per directions of Engineer in charge.	-	cum	-	-
1.006	OD186134/2025-2026:Supplying & laying of Polyester Needle Punched Non-Woven Geotextile as filter media behind Gabion units as per MoRTH 700 Type-III. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.	-	sqm	-	-
1.007	OD186136/2025-2026:supplying, filling and leveling quarry muck as per direction of Deptl officers.	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.43 MB

BOQ_1453956.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.04 MB

AGTFMT.pdf

Tender Documents • 0.13 MB

FOTDVI.pdf

Tender Documents • 0.24 MB

AFFIDAVIT.pdf

Tender Documents • 0.23 MB

INTEGRITY.pdf

Tender Documents • 0.23 MB

EPAY.pdf

Tender Documents • 0.23 MB

LD.pdf

Tender Documents • 0.18 MB

procedure.pdf

Tender Documents • 0.18 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Gabion protection wall
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	-	cum	-	-
1.002	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>	1	cum	-	-
1.003	OD186132/2025-2026:Supplying and providing MS dowel bars of size 20 mm dia,1.50 m long (1.00. m in rock and 0.50m min in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25 kg/each) etc. complete	-	no	-	-
1.004	OD186133/2025-2026:DR Packing in foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site	-	cum	-	-
1.005	OD186135/2025-2026:Supply and installation of BIS certified Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Boxes as per IS:16014:2024, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinc + Polymer coated, Dark Brown rust not more than 5% after subjecting to 10000 hours of neutral salt spray with minimum tensile strength of 40kN/m and punch strength of 25kN, abrasion resistant in accordance with ASTM A975 where average number of cycles caused by linear abrading action shall be greater than 300. Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, as per directions of Engineer in charge.	-	cum	-	-
1.006	OD186134/2025-2026:Supplying & laying of Polyester Needle Punched Non-Woven Geotextile as filter media behind Gabion units as per MoRTH 700 Type-III. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.	-	sqm	-	-
1.007	OD186136/2025-2026:supplying, filling and leveling quarry muck as per direction of Deptl officers.	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Gabion protection wall

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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>

cum

1.002

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

cum

1.003

OD186132/2025-2026:Supplying and providing MS dowel bars of size 20 mm dia,1.50 m long (1.00. m in rock and 0.50m min in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25 kg/each) etc. complete

1.004

OD186133/2025-2026:DR Packing in foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site

cum

1.005

OD186135/2025-2026:Supply and installation of BIS certified Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Boxes as per IS:16014:2024, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinc + Polymer coated, Dark Brown rust not more than 5% after subjecting to 10000 hours of neutral salt spray with minimum tensile strength of 40kN/m and punch strength of 25kN, abrasion resistant in accordance with ASTM A975 where average number of cycles caused by linear abrading action shall be greater than 300. Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, as per directions of Engineer in charge.

cum

1.006

OD186134/2025-2026:Supplying & laying of Polyester Needle Punched Non-Woven Geotextile as filter media behind Gabion units as per MoRTH 700 Type-III. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.

sqm

1.007

OD186136/2025-2026:supplying, filling and leveling quarry muck as per direction of Deptl officers.

cum