Tender ID

Technical Eval

Works

Civil Works - Others

Construction Of Adging Work From Tower Choupati To Rai Kanun Ji Gali In W-38

Directorate Urban Administration and Development

Tower Choupati To Rai Kanun | Ujjain, Madhya Pradesh

Amount: ₹6.0 LCloses: 15 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed15 Apr 2026
Technical Evaluation19 May 2026
Award—

Bids

1 Bid19 May 2026

#	Company	Status
1	L S ENTERPRISES Accepted-Technical	Accepted-Technical All Ok

Tender Value

₹6.0 L

EMD Value

₹6,000

Closing Date

15 Apr 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

Commissioner Of UMC

Address

Chhatrapati Shivaji Bhavan Aagar Road Ujjain, UMC

Work Description

Construction Of Adging Work From Tower Choupati To Rai Kanun Ji Gali In W-38

Tender Information

Tender ID

2026_UAD_482180_2

Reference Number

288/Zone 5/E-tender/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

60 days

Location

Tower Choupati To Rai Kanun

Source Website

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Eligibility / Pre-Qualification

As Per Tenderdocument Income Tax Return Last 3 Years 2023-24, 2024-25, 2025-26

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredScan Copy Of Proof For Payment Of Tender Fee And EMD (.pdf)

RequiredScan Copy Of Registration Or Proof Of Applicacation For Registration (.pdf)

RequiredScan Copy Of Affidavit Duly Notarized, Pancard, GST And Income Tax Return Last 3 Years (.pdf)

Finance

RequiredPRICE BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹6,000

Important Dates

Last Activity

19 May 2026

Published

25 Mar 2026

Bid Opening

17 Apr 2026

Download Starts

25 Mar 2026

Download Ends

15 Apr 2026

Submission Starts

25 Mar 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for roadway in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300.
2Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. 4.1.1 By Mix in Place Method 4.1.1.1 Grading I Cum 1059.00
3Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.
4Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).

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

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 1.62 MB

NIT.pdf

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Company

L S ENTERPRISES

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for roadway in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300.
2Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. 4.1.1 By Mix in Place Method 4.1.1.1 Grading I Cum 1059.00
3Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.
4Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation for roadway in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300.

2Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications. 4.1.1 By Mix in Place Method 4.1.1.1 Grading I Cum 1059.00

3Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

4Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).