Punjab

AOC

Works

Civil Works - Roads

Upgradation of Mukerian To Talwara Mubarikpur Road Upto H.P Boundary Section Jhir Di Khuhi To Talwara upto H.P Boundary) (Dam Road) 10.80 KM in MC Mukerian, District Hoshiarpur (Group No. 5)

New Fee corrigendum available.

CE-PWD(B and R)

Mukerian | Hoshiarpur, Punjab

Amount: ₹13.5 CrCloses: 29 Dec 2025Closed

Timeline

Published28 Nov 2025
Closed29 Dec 2025
Technical Evaluation8 Jan 2026
Financial Evaluation12 Jan 2026
Awarded11 Feb 2026

Bids

Percentage

2 Bids11 Feb 2026

#	Company	Amount	Rank	Status
1	PARDUMAN SINGH AND COMPANY L1₹12.7 CrAccepted-AOC HOSHIARPUR PUNJAB \| HOSHIARPUR \| PUNJAB \| 144105	₹12.7 Cr	L1	Accepted-AOC Responsive
2	Satish aggarwal and co L2₹13.4 Cr+₹69.9 L (5.51%)Rejected-AOC GT ROAD MALSIAN JALANDHAR \| MALSIAN \| JALANDHAR \| PUNJAB	₹13.4 Cr+₹69.9 L (5.51%)	L2	Rejected-AOC Non Responsive

Corrigenda

Corrigendum

2 updatesLatest on 16 Dec 2025

Tender Value

₹13.5 Cr

EMD Value

₹26.9 L

Closing Date

29 Dec 2025, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Construction Division PWD B and R Br Mukerian

Work Description

Upgradation of Mukerian To Talwara Mubarikpur Road Upto H.P Boundary Section Jhir Di Khuhi To Talwara upto H.P Boundary) (Dam Road) 10.80 KM in MC Mukerian, District Hoshiarpur (Group No. 5)

Tender Information

Tender ID

2025_CEPW_154934_1

Reference Number

Upgradation of Mukerian Talwara Mubarikpur Road Dam Road G. NO. 5

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

365 days

Location

Mukerian

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

26 documents required · 26 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 with UDIN No. of CA and Balance Sheet with IT Return. (.pdf)

RequiredFormat (2-2) Detail of Contracts of Similar Nature and complexity (.pdf)

RequiredFormat (2-3) Particular Construction Experience Record) (.pdf)

RequiredFormat (2-4) Equipment Availability (.pdf)

RequiredFormat (2-5) Availability of personnel (.pdf)

RequiredFormat (2-6) Availability of Credit Line 25percent Certified by Banker (.pdf)

RequiredFormat (2-7) Existing Commitments (.pdf)

RequiredFormat (2-8) Affidavit/Undertaking (.pdf)

RequiredSCANNED COPY OF TENDER FEE AND EMD TO BE PAID THROUGH NET BANKING (.pdf)

RequiredCOPY OF PAN AND GST REGISTRATION NUMBER ISSUED BY CONCERNED DEPARTMENT (.pdf)

RequiredValid enlistment with Punjab PWD (B and R) under appropriate class and category isCivilallroad works (.pdf)

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

RequiredAffidavit for true and correct info and any false info shall lead to disqualification, CL 4.2C(c) (.pdf)

RequiredUndertaking for Bid validity (.pdf)

RequiredBid Capacity (.pdf)

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

RequiredEPF registration Certificate from provident Commissioner (.pdf)

RequiredIF FIRM then PARTNERSHIP DEED REQUIRED (.pdf)

RequiredAgency should have Batch Type Fully Electronic Hot Mix Plant andNOC PPCB (.pdf)

RequiredInformation Regarding Littigation or arbitration History last Five Years. (.pdf)

RequiredUndertaking given by bidder will be able to invest a minimum cash up to 25 percent (.pdf)

RequiredAuthority to Seek references from the Bidders Bankers. (.pdf)

Finance

RequiredBOQ (.xls)

RequiredForm of Bid (.pdf)

Fee & Financial Details

Tender Fee Amount

₹50,000

EMD Fee Amount

₹26.9 L

Important Dates

Last Activity

26 Feb 2026

Published

28 Nov 2025

Bid Opening

29 Dec 2025

Download Starts

28 Nov 2025

Download Ends

29 Dec 2025

Submission Starts

28 Nov 2025

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 (45 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications For DGBM	1,25,837.5	Sqm	11.62	₹14,62,231.75
2	Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, 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 complete as per technical clause 505 of MORT&H specifications NOTES:- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE:- I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-8. III.) The approved mix shall exhibit the following details source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC	6,291.88	Cum	9,473.1	₹5,96,03,608.43
3	Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications For BC	1,01,700	Sqm	-	-
4	Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 complete as per technical clause 507 of MORT&H specifications NOTES : - (i) Job mix formula for the Bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for Bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. i) The final grading for the aggregates required for Bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the Bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6. iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.	3,051	Cum	11,340.17	₹3,45,98,858.67
5	Laying of a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder VG-30 complying with clause 517 @ 0.90kg per sqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications [CSR 24.32a]	22,745.6	Sqm	70.5	₹16,03,564.8
6	Improvement of Link Roads of taking from road 3.05 Mtr. Wide road Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications	1,368	Sqm	-	-
7	Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications	68.48	Cum	7,323.78	₹5,01,532.45
8	Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications	2,051.84	Sqm	-	-
9	Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 complete as per technical clause 507 of MORT&H specifications	51.2	Cum	-	-
10	Improvement of Link Roads of taking from road 7.00 Mtr. Wide road Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications	2,220	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 11.43 MB

Work Item Documents

TN5.pdf

Tender Documents • 2.44 MB

BOQ_313925.xls

BOQ • 0.35 MB

Cond.pdf

Additional Documents • 3.76 MB

Ready to Participate?

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Company

PARDUMAN SINGH AND COMPANY

L1₹12.7 CrAccepted-AOC

HOSHIARPUR PUNJAB | HOSHIARPUR | PUNJAB | 144105

Satish aggarwal and co

L2₹13.4 Cr+₹69.9 L (5.51%)Rejected-AOC

GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications For DGBM

1,25,837.5

Sqm

11.62

₹14,62,231.75

Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, 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 complete as per technical clause 505 of MORT&H specifications NOTES:- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE:- I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-8. III.) The approved mix shall exhibit the following details source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC

6,291.88

Cum

9,473.1

₹5,96,03,608.43

1,01,700

Sqm

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 complete as per technical clause 507 of MORT&H specifications NOTES : - (i) Job mix formula for the Bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for Bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. i) The final grading for the aggregates required for Bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the Bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6. iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.

3,051

Cum

11,340.17

₹3,45,98,858.67

Laying of a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder VG-30 complying with clause 517 @ 0.90kg per sqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications [CSR 24.32a]

22,745.6

Sqm

70.5

₹16,03,564.8

Improvement of Link Roads of taking from road 3.05 Mtr. Wide road Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

1,368

Sqm

Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications

68.48

Cum

7,323.78

₹5,01,532.45

2,051.84

Sqm

51.2

Cum

Improvement of Link Roads of taking from road 7.00 Mtr. Wide road Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

2,220

Sqm