Tender ID

Technical Eval

Works

Civil Works - Buildings

CONSTRUCTION WORK OF G PLUS 1 COMMUNITY HALL AT NARAYANPURA IN WARD NO. 45

Directorate Urban Administration and Development

AT NARAYANPURA IN WARD NO. 45 | Ujjain, Madhya Pradesh

Amount: ₹37.4 LCloses: 4 Jun 2026Closed

Timeline

Published20 May 2026
Closed4 Jun 2026
Technical Evaluation29 Jun 2026
Award—

Bids

1 Bid29 Jun 2026

#	Company	Status
1	maa bhawani construction Accepted-Technical	Accepted-Technical qualified

Tender Value

₹37.4 L

EMD Value

₹28,100

Closing Date

4 Jun 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION

Address

CHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN

Work Description

CONSTRUCTION WORK OF G PLUS 1 COMMUNITY HALL AT NARAYANPURA IN WARD NO. 45

Tender Information

Tender ID

2026_UAD_491916_2

Reference Number

279/ZONE4/E-TENDER/2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

180 days

Location

AT NARAYANPURA IN WARD NO. 45

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, EPF, AND INCOME TAX RETURN LAST 3 YEAR (.pdf)

Finance

RequiredPRICE BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹28,100

Important Dates

Last Activity

29 Jun 2026

Published

20 May 2026

Bid Opening

5 Jun 2026

Download Starts

20 May 2026

Download Ends

4 Jun 2026

Submission Starts

20 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 (119 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.	1	M3	-	-
2	Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-I In cement mortar	-	M3	-	-
3	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles upto 25 mm	0.6	M2	-	-
4	Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil	86.7	M3	-	-
5	Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil.	34.68	M3	-	-
6	Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing completeCrusher Stone Dust	2.7	M3	-	-
7	Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate	2.7	M3	-	-
8	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)	0.8	KG	-	-
9	Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete	36	M2	-	-
10	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate	13.5	M3	-	-

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 • 0.05 MB

Work Item Documents

tender.pdf

Tender Documents • 1.85 MB

estimate.pdf

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Company

maa bhawani construction

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-I In cement mortar

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles upto 25 mm

0.6

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil

86.7

Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil.

34.68

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing completeCrusher Stone Dust

2.7

Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate

2.7

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)

0.8

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

13.5