Tender ID

Punjab

Technical Eval

Works

Civil Works - Buildings

Retrofitting of Distt and Session judge and District Attorney office for persons with disability office at Amritsar.

CE-PWD(B and R)

Amritsar, Punjab

Amount: Refer DocsCloses: 26 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed26 Mar 2026
Technical Evaluation9 Apr 2026
Award—

Bids

1 Bid9 Apr 2026

#	Company	Status
1	THE MAHAVIR COOP LC SOCIETY LTD Accepted-Technical D 14 192 GURU ARJUN DEV NAGAR PUTLIGARH AMRITSAR \| AMRITSAR \| AMRITSAR \| PUNJAB	Accepted-Technical Admitted

Tender Value

Refer Docs

EMD Value

₹1.6 L

Closing Date

26 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Provincial Division Amritsar

Address

Executive Engineer Provincial Division Amritsar

Work Description

Retrofitting of Distt and Session judge and District Attorney office for persons with disability office at Amritsar.

Tender Information

Tender ID

2026_CEPW_164061_1

Reference Number

EE/PD/Asr/96 dated 18.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

60 days

Location

Amritsar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredTechnical Qualification Information Format (1-1) to (2-9) as per Page No 35 of approved SBD (.pdf)

RequiredProof of Tender Fee and EMD deposited online. (.pdf)

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

RequiredValid enlistment with Punjab PWD B and R Branch (.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 for 120 days (.pdf)

RequiredEPF Registration certificate from Provident Commissioner (.pdf)

RequiredBid Capacity (.pdf)

RequiredAnnual Turnover issued by CA with UDIN No. (.pdf)

RequiredList of ongoing works (.pdf)

RequiredList of Machinery as per Approved SBD (.pdf)

RequiredList of Staff or Key Personnel (.pdf)

RequiredSimilar Nature of Works (.pdf)

Finance

RequiredBOQ (.xls)

RequiredSection 8 Form of BID (.pdf)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1.6 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Apr 2026

Published

19 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

19 Mar 2026

Download Ends

26 Mar 2026

Submission Starts

19 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORK
2Parking Facility and Tactile/Guide Path outside building for PwD (2 Nos)
3Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
4Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
5Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
6Footing
7Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
8Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
9Steel work in hip & jack rafters common rafters purlins etc. with angle cleats and other connecting plates
10Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.40 MB

Work Item Documents

SBDRETRO_compressed.pdf

Tender Documents • 12.37 MB

BOQ_332241.xls

BOQ • 0.88 MB

Ready to Participate?

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Company

THE MAHAVIR COOP LC SOCIETY LTD

Accepted-Technical

D 14 192 GURU ARJUN DEV NAGAR PUTLIGARH AMRITSAR | AMRITSAR | AMRITSAR | PUNJAB

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORK
2Parking Facility and Tactile/Guide Path outside building for PwD (2 Nos)
3Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
4Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
5Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
6Footing
7Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
8Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.
9Steel work in hip & jack rafters common rafters purlins etc. with angle cleats and other connecting plates
10Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CIVIL WORK

2Parking Facility and Tactile/Guide Path outside building for PwD (2 Nos)

3Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

4Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type

5Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

6Footing

7Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

8Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.

9Steel work in hip & jack rafters common rafters purlins etc. with angle cleats and other connecting plates

10Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm (+ 0.05 %) thick