Tender ID

Technical Eval

Works

Civil Works - Others

Renewal Work Of Bitumin Road At Dr. Rai House To Jain Temmple Sundar Dairy To Redte Lenskart To Loutas Hospital Freganj In W-38

Directorate Urban Administration and Development

Various places in w-38 | Ujjain, Madhya Pradesh

Amount: ₹9.7 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

₹9.7 L

EMD Value

₹9,750

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

Renewal Work Of Bitumin Road At Dr. Rai House To Jain Temmple Sundar Dairy To Redte Lenskart To Loutas Hospital Freganj In W-38

Tender Information

Tender ID

2026_UAD_482197_2

Reference Number

290/Zone 5/E-tender/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

60 days

Location

Various places in w-38

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

₹9,750

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
1Filling Pot- holes and Patch Repairs with (bitumen content 3.7%of mix) Open-graded Pre-mix surfacing, 20 mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 510 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications.
2Filling Pot- holes and Patch Repairs with Bituminous concrete, 40mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 504 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications. 10.2.1 For grading I Material
3Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. @ 0.30 Kg per Sqm (dry and hungry bituminous surfaces/granular surfaces treated with primer)
4Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications.for Grading II ( 30-40 mm thickness ), Bitumen content 5.4% (VG-30)
5Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.

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 • 1.64 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
1Filling Pot- holes and Patch Repairs with (bitumen content 3.7%of mix) Open-graded Pre-mix surfacing, 20 mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 510 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications.
2Filling Pot- holes and Patch Repairs with Bituminous concrete, 40mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 504 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications. 10.2.1 For grading I Material
3Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. @ 0.30 Kg per Sqm (dry and hungry bituminous surfaces/granular surfaces treated with primer)
4Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications.for Grading II ( 30-40 mm thickness ), Bitumen content 5.4% (VG-30)
5Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Filling Pot- holes and Patch Repairs with (bitumen content 3.7%of mix) Open-graded Pre-mix surfacing, 20 mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 510 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications.

2Filling Pot- holes and Patch Repairs with Bituminous concrete, 40mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Section 503, back filling the pot holes with hot bituminous material as per Section 504 of the specifications. Compacting, trimming and finishing the surface to form a smooth continuous surface, all as per Section 3004 of the specifications. 10.2.1 For grading I Material

3Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. @ 0.30 Kg per Sqm (dry and hungry bituminous surfaces/granular surfaces treated with primer)

4Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications.for Grading II ( 30-40 mm thickness ), Bitumen content 5.4% (VG-30)

5Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.