Tender ID

To Be Opened

Works

Civil Works - Others

CC ROAD CONSTRUCTION WORK IN THE LANE OF SANT RAVIDAS DHARAMSHALA UNDER WARD- 08

Directorate Urban Administration and Development

IN THE LANE OF SANT RAVIDAS DHARAMSHALA UNDER WARD | Ujjain, Madhya Pradesh

Amount: ₹6.0 LCloses: 9 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed9 Apr 2026
Bid Opening10 Apr 2026

Tender Value

₹6.0 L

EMD Value

₹6,000

Closing Date

9 Apr 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION

Address

CHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN

Work Description

CC ROAD CONSTRUCTION WORK IN THE LANE OF SANT RAVIDAS DHARAMSHALA UNDER WARD- 08

Tender Information

Tender ID

2026_UAD_495476_1

Reference Number

218/ZONE1/E-TENDER/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

30 days

Location

IN THE LANE OF SANT RAVIDAS DHARAMSHALA UNDER WARD

Source Website

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Eligibility / Pre-Qualification

PLEASE REFER TENDER DOCUMENT

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredSCAN COPY OF EMD (.pdf)

RequiredSCAN COPY OF PWD REGISTRATION OR APPLICATION OF REGISTRATION (.pdf)

RequiredSCAN COPY OF AFFIDAVIT DULY NOTARIZED, PAN CARD, GST AND INCOME TAX RETURN LAST 3 YEAR (.pdf)

Finance

RequiredPRICE BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹6,000

Important Dates

Last Activity

30 Mar 2026

Published

30 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

30 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

30 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 ll lifts and lead upto 1000 meters and as per elevant clauses of section-300.
2Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 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.
3Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) 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, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm)

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 • 0.09 MB

Work Item Documents

tender.pdf

Tender Documents • 1.95 MB

BOQ_592870.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for roadway in soil by manual means including loading in tippers and disposal with ll lifts and lead upto 1000 meters and as per elevant clauses of section-300.
2Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 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.
3Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) 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, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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

2Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 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.

3Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) 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, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm)