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GENERAL GENERAL RM 2026 27 RC 2 Zone 1 One year Running Contract for various PWD Roads under Road section Adoor in Pathanamthitta District 9 Road stretches for a length of 39 51 km RC work General Civil Work

Public Works Department

Pathanamthitta | Thiruvananthapuram, Kerala

Amount: ₹1.1 CrCloses: 6 Oct 20264d left

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹1.1 Cr

EMD Value

₹50,000

Closing Date

6 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads South Circle, T

Address

Office of the Superintending Engineer RoadsSouth Circle, TVPM

Work Description

GENERAL GENERAL RM 2026 27 RC 2 Zone 1 One year Running Contract for various PWD Roads under Road section Adoor in Pathanamthitta District 9 Road stretches for a length of 39 51 km RC work General Civil Work

Tender Information

Tender ID

2026_PWD_873474_1

Reference Number

PWD/RB/TR/3798/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Pathanamthitta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantities (Schedule) (.xls)

RequiredTechnical Bid Documents (Duly filled) (.pdf)

RequiredScanned copy of Remittance towards bid Submission fee and Bid Security (.pdf)

RequiredScanned copy of Forms of Tender (Bid submission Letter) and Integrity Pact Certificate (.pdf)

RequiredScanned copy of preliminary agreement (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License)Scanned copy of GST registra (.pdf)

RequiredScanned copy of Affidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹6,508

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Reactive Maintenance( Initial Rectification Work)
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	12.5	cum	-	-
1.002	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	12.5	cum	-	-
1.003	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.	16,245	sqm	-	-
1.004	OD336207/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means <br> -<br>Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.	16,245	sqm	-	-
1.005	10.6:Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.	310	metre	-	-
1.006	12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	52.5	cum	-	-
1.007	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.	10.5	cum	-	-
1.008	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	16.8	cum	-	-
1.009	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.68	MT	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.64 MB

BOQ_1481834.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Reactive Maintenance( Initial Rectification Work)
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	12.5	cum	-	-
1.002	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	12.5	cum	-	-
1.003	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.	16,245	sqm	-	-
1.004	OD336207/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means <br> -<br>Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.	16,245	sqm	-	-
1.005	10.6:Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.	310	metre	-	-
1.006	12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	52.5	cum	-	-
1.007	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.	10.5	cum	-	-
1.008	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	16.8	cum	-	-
1.009	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	0.68	MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A- Reactive Maintenance( Initial Rectification Work)

1.001

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

12.5

cum

1.002

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

12.5

cum

1.003

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.

16,245

sqm

1.004

OD336207/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means <br> -<br>Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.

16,245

sqm

1.005

10.6:Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.

310

metre

1.006

12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

52.5

cum

1.007

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.

10.5

cum

1.008

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

16.8

cum

1.009

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

0.68