Tender ID

Kerala

AOC

Works

Civil Works - Roads

KIIFB- Project 2016-17 Improvement works and providing BM and BC to Madathumchal Mukkoottuthara Road Ch 0/000 to 31/263.67 (Balance work)

Kerala Road Fund Board

Pathanamthitta, Kerala

Amount: ₹15.0 CrCloses: 25 Sept 2024Closed

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Timeline

Published12 Sept 2024
Closed25 Sept 2024
Technical Evaluation16 Oct 2024
Awarded4 Feb 2025

Bids

1 Bid4 Feb 2025

#	Company	Amount	Rank	Status
1	Begorra Infrastructure and Developers Pvt. Ltd L1₹16.5 CrAccepted-AOC	₹16.5 Cr	L1	Accepted-AOC First Lowest

Tender Value

₹15.0 Cr

EMD Value

₹5 L

Closing Date

25 Sept 2024, 3:00 pmClosed

Tender Inviting Organisation

Name

Project Director, PMU-KRFB, TVM

Address

The Project Director, Kerala Road Fund Board, Project Management Unit, Ground Floor, BSNL Office Building at CGM(O), Doorsanchar Bhavan, PMG Junction Trivandrum-695033

Work Description

Construction

Tender Information

Tender ID

2024_KRFB_687997_2

Reference Number

PWD/KR/TR/9232/2022_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Pathanamthitta

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredAttested Copies of License (.pdf)

RequiredPreliminary Agreement and Affidavit (.pdf)

RequiredBid fee and security submission remittance (.pdf)

RequiredForm of Tender and Integrity pact certificate (.pdf)

RequiredAny other relevant document required for PQ evaluation (.pdf)

RequiredE-payment form and EMD Exemption Certificate if any (.pdf)

RequiredTechnical document duly filled (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹19,518

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Feb 2025

Published

12 Sept 2024

Bid Opening

27 Sept 2024

Download Starts

12 Sept 2024

Download Ends

25 Sept 2024

Submission Starts

12 Sept 2024

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (44 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Providing BM & BC
1.001	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	4,400	sqm	-	-
1.002	5.4.1:Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 per cent by weight of total 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. 505 complete in all respects. Grading - I (37.5 mm Nominal Size)	220	cum	-	-
1.003	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)	4,374.8	cum	-	-
1.004	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.	1,45,826.5	sqm	-	-
1.005	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	20,180	sqm	-	-
2Appendix B- Construction of Retaining wall
2.001	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. Ordinary soil - Mechanical Means - (Depth upto 3 m)	5,787	cum	-	-
2.002	OD40717/2022-2023:DR Rubble Masonry for retaining wall including cost and conveyance of all materials labour charges etc complete	8,935.95	cum	-	-
2.003	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	460.75	cum	-	-

Stage Documents

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

NIT Documents

viewnit.pdf

Tender Notice • 0.08 MB

BOQ Documents

BOQ_1075550.xls

BOQ Document • 0.34 MB

Work Item Documents

152092598.pdf

Tender Document • 0.10 MB

epaymentform.pdf

Tender Document • 0.05 MB

SBD.pdf

Tender Document • 4.02 MB

152092600.html

Tender Document • 0.06 MB

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Company

Begorra Infrastructure and Developers Pvt. Ltd

L1₹16.5 CrAccepted-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Providing BM & BC
1.001	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	4,400	sqm	-	-
1.002	5.4.1:Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 per cent by weight of total 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. 505 complete in all respects. Grading - I (37.5 mm Nominal Size)	220	cum	-	-
1.003	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)	4,374.8	cum	-	-
1.004	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.	1,45,826.5	sqm	-	-
1.005	10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	20,180	sqm	-	-
2Appendix B- Construction of Retaining wall
2.001	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. Ordinary soil - Mechanical Means - (Depth upto 3 m)	5,787	cum	-	-
2.002	OD40717/2022-2023:DR Rubble Masonry for retaining wall including cost and conveyance of all materials labour charges etc complete	8,935.95	cum	-	-
2.003	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	460.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A- Providing BM & BC

1.001

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

4,400

sqm

1.002

5.4.1:Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 per cent by weight of total 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. 505 complete in all respects. Grading - I (37.5 mm Nominal Size)

220

cum

1.003

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)

4,374.8

cum

1.004

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.

1,45,826.5

sqm

1.005

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

20,180

sqm

2Appendix B- Construction of Retaining wall

2.001

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

5,787

cum

2.002

OD40717/2022-2023:DR Rubble Masonry for retaining wall including cost and conveyance of all materials labour charges etc complete

8,935.95

cum

2.003

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

460.75

cum