Punjab

Cancelled

Works

Civil Works - Roads

Repair of Service road of ROB(SH-12A) to Vishkarama Chownk in MC Sirhind

CE-PWD(B and R)

Sirhind | Fatehgarh Sahib, Punjab

Amount: ₹73.9 LCloses: 18 May 2026Closed

Timeline

Published8 May 2026
Closed18 May 2026
Cancelled4 Aug 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderTender cancelledReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 4 Aug 2026

Tender Value

₹73.9 L

EMD Value

₹1.5 L

Closing Date

18 May 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

Er. Karan Mittal, Executive Engineer

Address

O/O the Executive Engineer, Constn. Divn.Sirhind

Work Description

Repair of Service road of ROB(SH-12A) to Vishkarama Chownk in MC Sirhind

Tender Information

Tender ID

2026_CEPW_168005_1

Reference Number

02 dated 30.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Sirhind

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

23 documents required · 23 mandatory

Fee/PreQual/Technical

RequiredFORMAT (1-1) GENERAL INFORMATION (.pdf)

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

RequiredFORMAT (2-1) 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 AVAILABILITY (.pdf)

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

RequiredFORMAT (2-6) AVAILABILITY OF CREDIT LINE (.pdf)

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

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

RequiredFORMAT (2-9) UNDERTAKING (.pdf)

RequiredCopy of Tender fee and EMD paid (.pdf)

RequiredCopy of PAN and GST Registration Number issued by concerned department (.pdf)

RequiredValid enlistment with Punjab PWD B and R Branch under appropriate Class and Category of work (.pdf)

RequiredUndertaking for Bid validity (.pdf)

RequiredEPF registration certificate from Provident Commissioner (.pdf)

RequiredAffidavit/undertaking of not having been black-listed (.pdf)

RequiredAffidavit/undertaking that information being submitted is correct and true (.pdf)

RequiredBid capacity with an undertaking that his available bid capacity, calculated as per clause 4.4 (.pdf)

RequiredValid NOC from Punjab Pollution Board. (.pdf)

RequiredAny other information asked in SBD (.pdf)

Finance

RequiredBOQ (.xls)

RequiredSection 8 Form of Bid (.pdf)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹1.5 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Aug 2026

Published

8 May 2026

Bid Opening

18 May 2026

Download Starts

8 May 2026

Download Ends

18 May 2026

Submission Starts

8 May 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 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Tack coat with Bitumen VG-10 Providing 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	10,423.88	Sqm	44.04	₹4,59,067.68
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-40 @ 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	128.49	Cum	15,110.92	₹19,41,602.11
2.02	(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.	-	-	-	-
2.03	TECHNICAL NOTE : -	-	-	-	-
2.04	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 dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications.	-	-	-	-
2.05	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 fourth in table 500-6 (addendum to latest revision).	-	-	-	-
2.06	iii) The approved mix shall exhibit the following details, source and location of all material: -	-	-	-	-
2.07	iii (a) Binder expressed as percentage by weight of total mix.	-	-	-	-
2.08	iii (b) Course expressed as percentage by weight of total mix.	-	-	-	-
2.09	iii (c) Crushed bajri expressed as percentage by weight of total mix.	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.02 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 • 5.31 MB

Work Item Documents

Conditions.pdf

Additional Documents • 0.60 MB

BOQ_341657.xls

BOQ • 0.33 MB

SBDVishkrm.pdf

Tender Documents • 16.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Tack coat with Bitumen VG-10 Providing 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

10,423.88

Sqm

44.04

₹4,59,067.68

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-40 @ 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

128.49

Cum

15,110.92

₹19,41,602.11

2.02

(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.

2.03

TECHNICAL NOTE : -

2.04

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 dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications.

2.05

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 fourth in table 500-6 (addendum to latest revision).

2.06

iii) The approved mix shall exhibit the following details, source and location of all material: -

2.07

iii (a) Binder expressed as percentage by weight of total mix.

2.08

iii (b) Course expressed as percentage by weight of total mix.

2.09

iii (c) Crushed bajri expressed as percentage by weight of total mix.