Kerala

AOC

Works

Civil Works - Roads

KIIFB-Improvements to Sasthamkotta- Kottarakkara- Neeleswaram- Court complex road in Kollam District-Balance work-General Civil Work

New corrigendum available: Other #1.

Kerala Road Fund Board

Kollam, Kerala

Amount: ₹9.8 CrCloses: 11 Aug 2025Closed

Timeline

Published28 Jul 2025
Closed11 Aug 2025
Technical Evaluation20 Aug 2025
Awarded19 Dec 2025

Bids

3 Bids19 Dec 2025

#	Company	Amount	Rank	Status
1	SREEDHANYA CONSTRUCTION COMPANY L1₹14.3 CrAccepted-AOC	₹14.3 Cr	L1	Accepted-AOC First Lowest
2	Robin P Alex L2₹16.8 Cr+₹2.5 Cr (17.3%)Rejected-AOC	₹16.8 Cr+₹2.5 Cr (17.3%)	L2	Rejected-AOC Second Lowest
3	K Sasidharan Metaguard Engineers And Contractors L3₹16.9 Cr+₹2.6 Cr (18.1%)Rejected-AOC	₹16.9 Cr+₹2.6 Cr (18.1%)	L3	Rejected-AOC Third Lowest

Corrigenda

Corrigendum

1 updatesLatest on 1 Aug 2025

Tender Value

₹9.8 Cr

EMD Value

₹2 L

Closing Date

11 Aug 2025, 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

2025_KRFB_776755_2

Reference Number

PWD/KRFB-PMU/12/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Kollam

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 and GST (.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

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Dec 2025

Published

28 Jul 2025

Bid Opening

13 Aug 2025

Download Starts

28 Jul 2025

Download Ends

11 Aug 2025

Submission Starts

28 Jul 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (44 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Raising water logged area and widening the carriage way
1.01	od17489/2017_2018 : Engaging man mazdoor for assisting surveyors, eviction of encroachment, clearing blocked culverts and CC drains etc.	20	day	-	-
2Appendix -B : Surface renewal
2.01	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.	1,35,870.62	sqm	-	-
2.02	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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>	3,877.9	cum	-	-
2.03	55.24 : 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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>	198.22	cum	-	-
2.04	10.2 : Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	7,400	sqm	-	-
3Appendix C: Costruction of CC Drain
3.01	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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>	16.26	cum	-	-
3.02	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.	2.7	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

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

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

viewnit.pdf

NIT • 0.03 MB

BOQ Documents

BOQ_1277888.xls

BOQ • 0.28 MB

Work Item Documents

176864276.pdf

Tender Documents • 0.28 MB

176864279.html

Tender Documents • 0.06 MB

Requisitionfore-payment.pdf

Tender Documents • 0.10 MB

SBD.pdf

Tender Documents • 2.04 MB

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Company

SREEDHANYA CONSTRUCTION COMPANY

L1₹14.3 CrAccepted-AOC

Robin P Alex

L2₹16.8 Cr+₹2.5 Cr (17.3%)Rejected-AOC

K Sasidharan Metaguard Engineers And Contractors

L3₹16.9 Cr+₹2.6 Cr (18.1%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Raising water logged area and widening the carriage way
1.01	od17489/2017_2018 : Engaging man mazdoor for assisting surveyors, eviction of encroachment, clearing blocked culverts and CC drains etc.	20	day	-	-
2Appendix -B : Surface renewal
2.01	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.	1,35,870.62	sqm	-	-
2.02	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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>	3,877.9	cum	-	-
2.03	55.24 : 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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>	198.22	cum	-	-
2.04	10.2 : Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.	7,400	sqm	-	-
3Appendix C: Costruction of CC Drain
3.01	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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>	16.26	cum	-	-
3.02	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.	2.7	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Raising water logged area and widening the carriage way

1.01

od17489/2017_2018 : Engaging man mazdoor for assisting surveyors, eviction of encroachment, clearing blocked culverts and CC drains etc.

day

2Appendix -B : Surface renewal

2.01

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.

1,35,870.62

sqm

2.02

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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>

3,877.9

cum

2.03

55.24 : 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 bituminous binder( NRMB) @ 5.4 per cent 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 Grading - II (13.2 mm Nominal Size)<br>

198.22

cum

2.04

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

7,400

sqm

3Appendix C: Costruction of CC Drain

3.01

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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>

16.26

cum

3.02

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.

2.7

cum