IOCL

Cancelled

Works

Civil Works

Repair and Re-Carpeting of internal road in WRPL Vadinar Station

IndianOil

WRPL Vadinar | Devbhumi Dwarka, Gujarat

Amount: ₹1.5 CrCloses: 3 Apr 2026Closed

Timeline

Published20 Mar 2026
Closed3 Apr 2026
Cancelled21 Jul 2026

Bids

Percentage

3 Bids21 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	RUDRA ENTERPRISE L1₹1.7 CrAdmitted-Finance	+10.99%	₹1.7 Cr	L1	Admitted-Finance
2	UNICON ENGINEERING CO L2₹2.0 Cr+₹33.9 L (20.5%)Admitted-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 \| PORBANDAR \| GUJARAT \| 360577	+33.78%	₹2.0 Cr+₹33.9 L (20.5%)	L2	Admitted-Finance
3	Raviraj Infra Project Pvt. Ltd. L3₹2.5 Cr+₹83.5 L (50.6%)Admitted-Finance	+67.14%	₹2.5 Cr+₹83.5 L (50.6%)	L3	Admitted-Finance

Cancellation Details

Cancellation of Tender

Cancellation of TenderSubject tender has been cancelled. Please keep visiting IOCL E-Tender Portal for further update about this work.Reason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 21 Jul 2026

Tender Value

₹1.5 Cr

EMD Value

₹38,000

Closing Date

3 Apr 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

DEPUTY GENERAL MANAGER (MATERIALS AND CONTRACTS)

Address

Indian Oil Corporation Limited, Western Region Pipelines, P.O. Bedipara, Morbi Road, Gauridad, Distt. Rajkot-360 003 (Gujarat)

Work Description

Repair and Re-Carpeting of internal road in WRPL Vadinar Station

Tender Information

Tender ID

2026_WRRAJ_189254_1

Reference Number

PWRJT25234

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

122 days

Location

WRPL Vadinar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender Document

Documents Required

16 documents required · 16 mandatory

Fee

RequiredEMD submission proof. MSE bidders also have to submit EMD (.pdf)

RequiredCertificate of Incorporation / Partnership Deed / Sole Proprietorship Notarized Copy (.pdf)

RequiredMOA/MOU/AoA or other documents applicable to bidding entities (.pdf)

RequiredDocuments in favour of authorised signatory of the tender having a valid DSC and Power of Attorney (.pdf)

RequiredTender Documents (To be submitted digitally signed along with the bid) (.pdf)

PreQual

RequiredCA Certificate with ITR Form or bal sheet audit report 3CB 3CD as applicable as turnover proof UDIN (.pdf)

RequiredCompleted WO-1 of similar nature along with completion certificate and payment proofs as per NIT (.pdf)

RequiredCompleted WO-2 of similar nature along with completion certificate and payment proofs as per NIT (.pdf)

RequiredCompleted WO-3 of similar nature along with completion certificate and payment proofs as per NIT (.pdf)

RequiredAnnexure 1 to 30 duly filled digitally signed by authorized signatory (uploaded in .xls format only) (.xls)

Technical Bid

RequiredProvident Fund Registration Certificate (.pdf)

RequiredPAN Card and GST - Goods and Service Tax Registration Certificate (.pdf)

RequiredPower of Attorney in favor of tender signing authority (.pdf)

RequiredTender Acceptance- Format (Signed and stamped by the bidder) (.pdf)

RequiredTechnical Annexure given in Tender Document (.pdf)

Finance

RequiredBill of Quantities (to be uploaded in .xls format only) (.xls)

Fee & Financial Details

EMD Fee Amount

₹38,000

Important Dates

Last Activity

21 Jul 2026

Published

20 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

20 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

27 Mar 2026

Clarification Period

20 Mar 2026 - 24 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
10Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
20	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]	0.5	CUM	-	-
30	Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Adequate safety precautions shall also be taken care before commencement of any activity] : Bituminous Road	2,555	SQM	-	-
40	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead up to 1 Km (by mechanical means).	5,605	SQM	-	-
50	Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.	207.5	SQM	-	-
60	Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.]	207.5	CUM	-	-
70	Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.	450	SQM	-	-
80	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.	618.25	CUM	-	-
90	Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning the existing surface through compressor and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 Kg/sqm	13,160	SQM	-	-
100	2.5 cm premix carpet surfacing of VG-30 grade. 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. [Note: Tack coat to be paid for separately]: With paving Asphalt grade VG-30. 2 coats of Premix carpet surfacing each of 2.5 cm shall be payable only after completion of testing of premix carpet and laying of seal coat over the premix carpet. The bituminous premix carpet shall be covered with either the next pavement course or wearing course within a maximum of forty-eight hours. If there is to be any delay, by the Contractor the course shall be covered by a seal coat to the requirement before opening to any traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.	13,160	SQM	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Cancellation Documents

cancelled_1.pdf

pdf • 0.75 MB

Documents

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

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.93 MB

Work Item Documents

Tender-Acceptance-Format.pdf

Additional Documents • 0.08 MB

FAQs-IOCL-Online-EMD.pdf

Additional Documents • 0.55 MB

Bidders_help_Document_for_Preferencial_Bidding_20230207_v1.pdf

Additional Documents • 0.82 MB

Special_Instructions_to_the_Bidders_Version_5_dated_30_June_2025.pdf

Additional Documents • 2.80 MB

BOQ_199656.xls

BOQ • 0.26 MB

AnnexurePWRJT25234.xls

Additional Documents • 0.49 MB

PWRJT25234.pdf

Tender Documents • 37.65 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

RUDRA ENTERPRISE

L1₹1.7 CrAdmitted-Finance

UNICON ENGINEERING CO

L2₹2.0 Cr+₹33.9 L (20.5%)Admitted-Finance

BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577

Raviraj Infra Project Pvt. Ltd.

L3₹2.5 Cr+₹83.5 L (50.6%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
10Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
20	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]	0.5	CUM	-	-
30	Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Adequate safety precautions shall also be taken care before commencement of any activity] : Bituminous Road	2,555	SQM	-	-
40	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead up to 1 Km (by mechanical means).	5,605	SQM	-	-
50	Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.	207.5	SQM	-	-
60	Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.]	207.5	CUM	-	-
70	Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.	450	SQM	-	-
80	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.	618.25	CUM	-	-
90	Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning the existing surface through compressor and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 Kg/sqm	13,160	SQM	-	-
100	2.5 cm premix carpet surfacing of VG-30 grade. 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. [Note: Tack coat to be paid for separately]: With paving Asphalt grade VG-30. 2 coats of Premix carpet surfacing each of 2.5 cm shall be payable only after completion of testing of premix carpet and laying of seal coat over the premix carpet. The bituminous premix carpet shall be covered with either the next pavement course or wearing course within a maximum of forty-eight hours. If there is to be any delay, by the Contractor the course shall be covered by a seal coat to the requirement before opening to any traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.	13,160	SQM	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

10Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]

0.5

CUM

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Adequate safety precautions shall also be taken care before commencement of any activity] : Bituminous Road

2,555

SQM

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead up to 1 Km (by mechanical means).

5,605

SQM

Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.

207.5

SQM

Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.]

207.5

CUM

Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.

450

SQM

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

618.25

CUM

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning the existing surface through compressor and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 Kg/sqm

13,160

SQM

100

2.5 cm premix carpet surfacing of VG-30 grade. 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. [Note: Tack coat to be paid for separately]: With paving Asphalt grade VG-30. 2 coats of Premix carpet surfacing each of 2.5 cm shall be payable only after completion of testing of premix carpet and laying of seal coat over the premix carpet. The bituminous premix carpet shall be covered with either the next pavement course or wearing course within a maximum of forty-eight hours. If there is to be any delay, by the Contractor the course shall be covered by a seal coat to the requirement before opening to any traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.

13,160

SQM