Tender ID

Maharashtra

AOC

Works

Civil Works

Chakan Industrial Area Ph-V Construction of Main Four lane road.

Maharashtra Industrial Development Corporation

Chakan | Maharashtra

Amount: ₹106.4 CrCloses: 29 Aug 2025Closed

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Timeline

Published16 Jul 2025
Closed29 Aug 2025
Technical Evaluation1 Oct 2025
Awarded3 Oct 2025

Bids

12 Bids3 Oct 2025

#	Company	Amount	Rank	Status
1	RAJ PATH INFRACON PVT LTD L1₹79.8 CrAccepted-AOC AMAR BUSINESS ZONE C WING OFFICE NO 1302 3 4 VEERBADRANAGAR BANER PUNE 411045 \| PUNE \| PUNE \| MAHARASHTRA \| 411045	₹79.8 Cr	L1	Accepted-AOC L1
2	YASHRAJ GLOBAL INFRACON LLP L2₹89.5 Cr+₹9.8 Cr (12.2%)Rejected-AOC	₹89.5 Cr+₹9.8 Cr (12.2%)	L2	Rejected-AOC L2
3	Ajwani Infrastructure Pvt. Ltd. L3₹91.8 Cr+₹12.0 Cr (15.1%)Rejected-AOC 218 SWASTIK CHAMBERS CHEMBUR MUMBAI 400071 \| MUMBAI \| MUMBAI \| MAHARASHTRA \| 400071	₹91.8 Cr+₹12.0 Cr (15.1%)	L3	Rejected-AOC L3
4	V M Matere Infrastructure (India) Pvt.Ltd. L4₹94.6 Cr+₹14.9 Cr (18.6%)Rejected-AOC MATERE HOUSE SEC NO 14 PRADHIKARAN PUNE MAHARASHTRA INDIA 412105 \| PUNE \| MAHARASHTRA \| 412105	₹94.6 Cr+₹14.9 Cr (18.6%)	L4	Rejected-AOC L4
5	Patil Construction and Infrastructure Ltd L5₹95.6 Cr+₹15.9 Cr (19.9%)Rejected-AOC	₹95.6 Cr+₹15.9 Cr (19.9%)	L5	Rejected-AOC L5

Tender Value

₹106.4 Cr

EMD Value

₹53.2 L

Closing Date

29 Aug 2025, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer, Project Division, Pune 19

Address

Executive Engineer, MIDC, Chinchwad, Telco road, Chinchwad Pune 19.

Work Description

Chakan Industrial Area Ph-V Construction of Main Four lane road.

Tender Information

Tender ID

2025_MIDC_1200645_1

Reference Number

36545

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Chakan

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee

RequiredFee (.pdf)

PreQual

Required1 valid Registration Cert 2. PAN 3. GSTIN cert. 4.PTR PTE cert.5.Affidavit Non Blacklisting (.pdf)

Required6. If desires to form JV (.pdf)

Required7. Reports on the financial standing of the Bidder (.pdf)

Required8. Copies of documents defining legal status (.pdf)

Required9.Undertaking that bidder will invest cash upto 25 Percent 10.Evidence of access to lines (.pdf)

Required11.Information regarding any litigatio (.pdf)

Required12.Experience certificates of similar nature of work as per Eligibility criteria as per Form G (.pdf)

Technical Bid

Required13.Financial statement as per form F for bid capacity (.pdf)

Required14.PQ A Total monetary value of construction work 15.PQ B Existing commitments and ongoing works (.pdf)

Required16.PQ C Works for which bids already submitted 17.PQ E Qualifications and experience of key (.pdf)

Required18.PQ D Availability of key items of contractor 19.Certificate from PWD authority (.pdf)

Required20.PQ H Proposed Sub contracts and firm (.pdf)

RequiredFor more details of above document, Please refer detail Tender Notice for Envelope No. 1 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹30,680

EMD Fee Amount

₹53.2 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office of Chief Engineer,MIDC,Wakdewadi,Pune03

Important Dates

Last Activity

29 Oct 2025

Published

16 Jul 2025

Bid Opening

1 Sept 2025

Download Starts

16 Jul 2025

Download Ends

29 Aug 2025

Submission Starts

14 Aug 2025

Clarification Period

16 Jul 2025 - 28 Jul 2025

Pre-Bid Meeting

5 Aug 2025

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (75 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Estimate No. 1 Widening of existing North side road to Four lane road at plot of M/s. Hyndai at T.I.A., Ph-I
1.01	Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead .and spreading for embankment or stacking as directed.	84,018	Cubic Meter	-	-
1.02	Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead and spreading or stacking as directed.	1,03,623	Cubic Meter	-	-
1.03	Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead . and spreading for embankment or stacking as directed.	1,10,098	Cubic Meter	-	-
1.04	Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.	30,720	Square Meter	-	-
1.05	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. for all lead . from the site of excavation to the site of deposition as directed.etc Complete.	42,009	Cubic Meter	-	-
1.06	Providing earth work in embankment with approved materials obtained from other sources for all lead . including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)	2,74,256	Cubic Meter	-	-
1.07	Watering and compacting of embankment formed of materials obtained from the road cutting with all lead , not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.	2,49,628	Cubic Meter	-	-
1.08	Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material	22,315	Cubic Meter	-	-
1.09	Wet Mix Macadam -- Providing,laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.	17,903	Cubic Meter	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

BOQ Documents

BOQ_2078885.xls

BOQ • 0.40 MB

Work Item Documents

175854299.pdf

Tender Documents • 0.46 MB

175854301.html

Tender Documents • 0.07 MB

CROSSSECTION.pdf

Tender Documents • 0.24 MB

ItemSpecification.pdf

Tender Documents • 0.03 MB

Layout.pdf

Tender Documents • 0.88 MB

TenderDocument.pdf

Tender Documents • 0.56 MB

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Company

RAJ PATH INFRACON PVT LTD

L1₹79.8 CrAccepted-AOC

AMAR BUSINESS ZONE C WING OFFICE NO 1302 3 4 VEERBADRANAGAR BANER PUNE 411045 | PUNE | PUNE | MAHARASHTRA | 411045

YASHRAJ GLOBAL INFRACON LLP

L2₹89.5 Cr+₹9.8 Cr (12.2%)Rejected-AOC

Ajwani Infrastructure Pvt. Ltd.

L3₹91.8 Cr+₹12.0 Cr (15.1%)Rejected-AOC

218 SWASTIK CHAMBERS CHEMBUR MUMBAI 400071 | MUMBAI | MUMBAI | MAHARASHTRA | 400071

V M Matere Infrastructure (India) Pvt.Ltd.

L4₹94.6 Cr+₹14.9 Cr (18.6%)Rejected-AOC

MATERE HOUSE SEC NO 14 PRADHIKARAN PUNE MAHARASHTRA INDIA 412105 | PUNE | MAHARASHTRA | 412105

Patil Construction and Infrastructure Ltd

L5₹95.6 Cr+₹15.9 Cr (19.9%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Estimate No. 1 Widening of existing North side road to Four lane road at plot of M/s. Hyndai at T.I.A., Ph-I
1.01	Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead .and spreading for embankment or stacking as directed.	84,018	Cubic Meter	-	-
1.02	Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead and spreading or stacking as directed.	1,03,623	Cubic Meter	-	-
1.03	Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead . and spreading for embankment or stacking as directed.	1,10,098	Cubic Meter	-	-
1.04	Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.	30,720	Square Meter	-	-
1.05	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. for all lead . from the site of excavation to the site of deposition as directed.etc Complete.	42,009	Cubic Meter	-	-
1.06	Providing earth work in embankment with approved materials obtained from other sources for all lead . including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)	2,74,256	Cubic Meter	-	-
1.07	Watering and compacting of embankment formed of materials obtained from the road cutting with all lead , not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.	2,49,628	Cubic Meter	-	-
1.08	Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material	22,315	Cubic Meter	-	-
1.09	Wet Mix Macadam -- Providing,laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.	17,903	Cubic Meter	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Estimate No. 1 Widening of existing North side road to Four lane road at plot of M/s. Hyndai at T.I.A., Ph-I

1.01

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead .and spreading for embankment or stacking as directed.

84,018

Cubic Meter

1.02

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead and spreading or stacking as directed.

1,03,623

Cubic Meter

1.03

Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & all lead . and spreading for embankment or stacking as directed.

1,10,098

Cubic Meter

1.04

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

30,720

Square Meter

1.05

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. for all lead . from the site of excavation to the site of deposition as directed.etc Complete.

42,009

Cubic Meter

1.06

Providing earth work in embankment with approved materials obtained from other sources for all lead . including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

2,74,256

Cubic Meter

1.07

Watering and compacting of embankment formed of materials obtained from the road cutting with all lead , not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.

2,49,628

Cubic Meter

1.08

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material

22,315

Cubic Meter

1.09

Wet Mix Macadam -- Providing,laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.

17,903

Cubic Meter