Financial Eval

Works

Civil Works - Buildings

CONSTRUCTION OF TOILET FOR TRANSGENDER AND PWD AT JUDICIAL COURT TEONTHAR DISTT. REWA (M.P.) SECOND CALL

Pwd Roads And Bridges

Rewa, Madhya Pradesh

Amount: ₹7.4 LCloses: 15 Apr 2026Closed

Bids

Percentage

2 Bids4 May 2026

#	Company	Amount	Rank	Status
1	L1₹6.5 LAccepted-Finance 07 \| REWA \| MADHYA PRADESH \| 486001	₹6.5 L	L1	Accepted-Finance Qualified
2	L2₹6.8 LRejected-Finance	₹6.8 L	L2	Rejected-Finance Disqualified

Tender Value

₹7.4 L

EMD Value

₹14,840

Closing Date

15 Apr 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PWD (B./R.) DIVISION No.1 REWA

Work Description

CONSTRUCTION OF TOILET FOR TRANSGENDER AND PWD AT JUDICIAL COURT TEONTHAR DISTT. REWA (M.P.) SECOND CALL

Tender Information

Tender ID

2026_PWDRB_494920_1

Reference Number

27/SAC/TENDER/2025-2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Period of Work

60 days

Location

REWA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredVALID PWD REGISTRATION (.pdf)

RequiredAFFIDAVIT MUST BE STAMPED AND TICKET AMMENDMENT DATED 30/07/2025 (.pdf)

RequiredVALID GST CERTIFICATE (.pdf)

RequiredPANCARD (.pdf)

RequiredANNEXURE H (.pdf)

RequiredONLINE PAYMENT RECEIPT (.pdf)

RequiredONLINE EMD RECEIPT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹14,840

Important Dates

Last Activity

4 May 2026

Published

30 Mar 2026

Bid Opening

17 Apr 2026

Download Starts

30 Mar 2026

Download Ends

15 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 (72 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	Item Code
1Surfuce dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. 2.1.1 All kinds of soil. 100 sqM.
2	Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. l.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto l .5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)	12.95	Cum	-	-	2.6
3	Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	12.96	Cum	-	-	2.24
4	Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete	2.5	Cum	-	-	2.27
5	With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)	3.75	cum	-	-	2.27.1
6	Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding	1.25	cum	-	-	2.26
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M 15 - Grade concrete	1.83	cum	-	-	4.1
8	Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level : 5.1.1 M-20 Grade Concret	3.81	cum	-	-	5.1
9	Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth	4.32	Sqm	-	-	4.3
10	Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level	6.48	Sqm	-	-	5.9.5

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.56 MB

Work Item Documents

BOQ_590710.xls

BOQ • 1.24 MB

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