Punjab

AOC

Works

Civil Works - Roads

Restiration of Ramdss to Kamalpur Road in Amritsar

CE-PWD(B and R)

Amritsar, Punjab

Amount: ₹98.8 LCloses: 10 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed10 Apr 2026
Technical Evaluation15 Apr 2026
Awarded9 Jul 2026

Bids

Percentage

2 Bids9 Jul 2026

#	Company	Amount	Rank	Status
1	JAGSON DEVELOPERS L1₹72.1 LAccepted-AOC DELUXE POLE GT ROAD BATALA	₹72.1 L	L1	Accepted-AOC Accept
2	H.R.M CONSTRUCTION CO. L2₹90.8 L+₹18.7 L (25.9%)Rejected-AOC	₹90.8 L+₹18.7 L (25.9%)	L2	Rejected-AOC Reject

Tender Value

₹98.8 L

EMD Value

₹2.0 L

Closing Date

10 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Construction Division No.3

Work Description

Restoration of Ramdass to Kamalpur Road in Amritsar

Tender Information

Tender ID

2026_CEPW_164998_1

Reference Number

Tender Notice No.35 Dt.27.03.2026c3

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Amritsar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

21 documents required · 21 mandatory

Fee/PreQual/Technical

RequiredFormat (1-1) General Information (.pdf)

RequiredFORMAT (1-2) NATURE OF FIRM (STR AND ORG) (.pdf)

RequiredFORMAT (2-1) AVERAGE ANNUAL TURNOVER (.pdf)

RequiredFORMAT (2-2) DETAILS OF CONTRACTS OF SIMILAR NATURE AND COMPLEXITY (.pdf)

RequiredFORMAT (2-3) PARTICULAR CONSTRUCTION EXPERIENCE RECORD (.pdf)

RequiredFORMAT (2-4) EQUIPMENT AVAILABILTY (.pdf)

RequiredFORMAT (2-5) AVAILABILITY OF PERSONNEL (.pdf)

RequiredFORMAT (2-7) EXISTING COMMITMENTS (.pdf)

RequiredFORMAT (2-8) AFFIDAVIT/UNDERTAKING (.pdf)

RequiredProof of Tender Fee and EMD (.pdf)

RequiredCopy of PAN and GST Registration No.(TIN) issued by concerned department (.pdf)

RequiredValid enlistment with punjab PWD B and R Branch under the appropriate class and category (.pdf)

RequiredAffidavit / Undertaking of having not been blacklisted (.pdf)

RequiredAffidavit for true and correct information and any false info shall lead to disqualification, (.pdf)

RequiredUndertaking for Bid Validity 120 days (.pdf)

RequiredEPF Registration certificate from Provident Commissioner (.pdf)

RequiredEvidence of ownership of Hot mix plant as per conditions of approved DNIT. (.pdf)

RequiredBid Capacity (.pdf)

RequiredAny other information asked in SBD provide here. (.pdf)

Finance

RequiredBOQ (.xls)

RequiredSection 8 Form of BID (.pdf)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹2.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Jul 2026

Published

30 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

30 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

30 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters
2Construction of Embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading , grading to required slope and compacting to meet requirement as per Clause-3003 of MORT&H specification.
3Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H technical specification
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications
5Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications
6Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
7Providing and laying dense graded bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications
8Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
9Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
10Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

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 • 0.75 MB

Work Item Documents

SBD.pdf

Tender Documents • 16.57 MB

BOQ_334643.xls

BOQ • 0.33 MB

Ready to Participate?

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Company

JAGSON DEVELOPERS

L1₹72.1 LAccepted-AOC

DELUXE POLE GT ROAD BATALA

H.R.M CONSTRUCTION CO.

L2₹90.8 L+₹18.7 L (25.9%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters
2Construction of Embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading , grading to required slope and compacting to meet requirement as per Clause-3003 of MORT&H specification.
3Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H technical specification
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications
5Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications
6Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
7Providing and laying dense graded bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications
8Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
9Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
10Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters

2Construction of Embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading , grading to required slope and compacting to meet requirement as per Clause-3003 of MORT&H specification.

3Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H technical specification

4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

5Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications

6Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

7Providing and laying dense graded bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications

8Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

9Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications

10Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications