Punjab

AOC

Works

Civil Works - Roads

Upgradation of Inspection Road Along Kandi Canal (Designed Road ) and 25 Nos. Various Link Road under Special Assistance Scheme 2025-26 Phase-II (Group No.4 ) in District Hoshiarpur

New Fee corrigendum available.

CE-PWD(B and R)

Mukerian | Hoshiarpur, Punjab

Amount: ₹21.0 CrCloses: 29 Dec 2025Closed

Timeline

Published6 Dec 2025
Closed29 Dec 2025
Technical Evaluation14 Jan 2026
Financial Evaluation19 Jan 2026
Awarded10 Feb 2026

Bids

Percentage

2 Bids10 Feb 2026

#	Company	Amount	Rank	Status
1	Satish aggarwal and co L1₹19.9 CrAccepted-AOC GT ROAD MALSIAN JALANDHAR \| MALSIAN \| JALANDHAR \| PUNJAB	₹19.9 Cr	L1	Accepted-AOC Responsive
2	RAKESH KUMAR CONTRACTOR L2₹20.8 Cr+₹90.7 L (4.56%)Rejected-AOC 17 C LADHOWALI ROAD OPP G G S C SCHOOL JALANDHAR	₹20.8 Cr+₹90.7 L (4.56%)	L2	Rejected-AOC Non Responsive

Corrigenda

Corrigendum

2 updatesLatest on 16 Dec 2025

Tender Value

₹21.0 Cr

EMD Value

₹42.1 L

Closing Date

29 Dec 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Construction Division PWD B and R Br Mukerian

Work Description

Upgradation of Inspection Road Along Kandi Canal (Designed Road ) and 25 Nos. Various Link Road under Special Assistance Scheme 2025-26 Phase-II (Group No.4 ) in District Hoshiarpur

Tender Information

Tender ID

2025_CEPW_155229_1

Reference Number

Upgradation Inspection road along Kandi Canal Gr. No.4

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 25 percent 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 or Continuous Hot Mix Plant andNOC PPCB (.pdf)

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

Finance

RequiredBOQ (.xls)

RequiredForm Of Bid (.pdf)

Fee & Financial Details

Tender Fee Amount

₹50,000

EMD Fee Amount

₹42.1 L

Important Dates

Last Activity

26 Feb 2026

Published

6 Dec 2025

Bid Opening

30 Dec 2025

Download Starts

6 Dec 2025

Download Ends

29 Dec 2025

Submission Starts

6 Dec 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 (82 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Inspection Road Along Kandi Canal Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters [CSR 24.3b]	53,314	Sqm	5.27	₹2,80,964.78
2	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, 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 [CSR 24.13]	7,997.1	Cum	1,859.37	₹1,48,69,567.83
3	Providing 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 [CSR 24.15]	53,314	Sqm	35.15	₹18,73,987.1
4	Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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	74,080	Sqm	11.61	₹8,60,068.8
5	Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with 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 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 500-6 (addendum to latest revision). 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	3,704	Cum	9,516.86	₹3,52,50,449.44
6	Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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 SDBC	74,080	Sqm	11.61	₹8,60,068.8
7	Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 IRC-111 (2009) specifications	2,222.4	Cum	10,230.73	₹2,27,36,774.35
8	Improvement of Link Roads of taking from road 3.05 Mtr. Wide road Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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	940.5	Sqm	11.61	₹10,919.21
9	Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with 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	47.08	Cum	9,516.86	₹4,48,053.77
10	Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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	1,410.64	Sqm	11.61	₹16,377.53

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

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 10.89 MB

Work Item Documents

TN4.pdf

Tender Documents • 1.44 MB

BOQ_314912.xls

BOQ • 0.39 MB

Conditions4.pdf

Additional Documents • 3.88 MB

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Company

Satish aggarwal and co

L1₹19.9 CrAccepted-AOC

GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB

RAKESH KUMAR CONTRACTOR

L2₹20.8 Cr+₹90.7 L (4.56%)Rejected-AOC

17 C LADHOWALI ROAD OPP G G S C SCHOOL JALANDHAR

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Inspection Road Along Kandi Canal Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters [CSR 24.3b]

53,314

Sqm

5.27

₹2,80,964.78

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, 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 [CSR 24.13]

7,997.1

Cum

1,859.37

₹1,48,69,567.83

Providing 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 [CSR 24.15]

53,314

Sqm

35.15

₹18,73,987.1

Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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

74,080

Sqm

11.61

₹8,60,068.8

Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with 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 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 500-6 (addendum to latest revision). 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

3,704

Cum

9,516.86

₹3,52,50,449.44

74,080

Sqm

11.61

₹8,60,068.8

Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 IRC-111 (2009) specifications

2,222.4

Cum

10,230.73

₹2,27,36,774.35

Improvement of Link Roads of taking from road 3.05 Mtr. Wide road Providing and applying tack coat with penetration grade bitumen Emulsion using bitumen pressure distributor at the rate of 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

940.5

Sqm

11.61

₹10,919.21

47.08

Cum

9,516.86

₹4,48,053.77

1,410.64

Sqm

11.61

₹16,377.53