Tender ID

Maharashtra

Financial Eval

Works

Civil Works

Khandala I A Providing Infrastructure facilities of roads and water supply distribution line in Part II layout

Maharashtra Industrial Development Corporation

Satara, Maharashtra

Amount: ₹3.1 CrCloses: 28 Jul 2026Closed

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Timeline

Published13 Jul 2026
Closed28 Jul 2026
Technical Evaluation18 Aug 2026
Financial Evaluation24 Sept 2026
Award—

Bids

Percentage

13 Bids24 Sept 2026

#	Company	Amount	Rank	Status
1	M/S- D.R. YEDE L1₹2.3 CrAccepted-Finance DATTA MANDIR ROAD YEDEVASTI JALGAON SUPE TAL BARAMATI DIST PUNE 413102 \| PUNE \| MAHARASHTRA \| 413102	₹2.3 Cr	L1	Accepted-Finance As per NIT
2	M/S Ratnaprabha Construction L2₹2.3 Cr+₹2.1 L (0.89%)Accepted-Finance	₹2.3 Cr+₹2.1 L (0.89%)	L2	Accepted-Finance As per NIT
3	Shri Pradeep Irayya Hiremath L3₹2.5 Cr+₹15.8 L (6.87%)Accepted-Finance 544 SHIV BASAV NILAY RAMRAO NAGAR CHHATRIBAG ROAD JAT TAL JAT DIST SANGLI \| JAT \| SANGLI \| MAHARASHTRA	₹2.5 Cr+₹15.8 L (6.87%)	L3	Accepted-Finance As per NIT
4	M/s. Sagunamata Construction Pvt. Ltd. Phaltan L4₹2.5 Cr+₹17.4 L (7.55%)Accepted-Finance	₹2.5 Cr+₹17.4 L (7.55%)	L4	Accepted-Finance As per NIT
5	Utkarsh Construction L5₹2.5 Cr+₹19.0 L (8.23%)Accepted-Finance PLOT NO 5 6 VIKASNAGAR SANGAMNAGAR SATARA TAL DIST SATARA \| SATARA \| SATARA \| MAHARASHTRA	₹2.5 Cr+₹19.0 L (8.23%)	L5	Accepted-Finance As per NIT

Tender Value

₹3.1 Cr

EMD Value

₹1.6 L

Closing Date

28 Jul 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer MIDC Division Kolhapur

Address

1st Floor MIDC Office Udyog Bhavan Nagala Park Kolhapur

Work Description

Khandala Ph I industrial Area Providing Infrastructure facilities of roads and water supply distribution line in Part II layout along forest boundary and connecting roads

Tender Information

Tender ID

2026_MIDC_1317517_1

Reference Number

27 of 2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Satara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender Document

Documents Required

15 documents required · 15 mandatory

Fee

RequiredReceipt of Fee and EMD Payment (.pdf)

RequiredValid Registration Copy as per NIT (.pdf)

RequiredPTR/PTE, PAN Card, GST (.pdf)

RequiredWork Done Certificate as per NIT (.pdf)

RequiredAffidavit as per NIT (Notarised on Rs. 500 Stamp Paper) (.pdf)

RequiredValid Electrical License issued by GoM (If Applicable) (.pdf)

RequiredOther Document (.pdf)

PreQual/Technical

RequiredExisting commitments and on-going works as per form B (.pdf)

RequiredWorks for which bids already submitted as per form C (.pdf)

RequiredFinancial statement as per form-F for bid capacity duly signed by contractor and certified by CA (.pdf)

Requiredprofit and loss statement last 5 years for unregistered contractor (.pdf)

RequiredLine of Credit 25 percentage of contract value certified by bankers (.pdf)

RequiredUndertaking of minimum cash up to 25 percentage of contract value (.pdf)

RequiredCertificate from PWD authority regarding Asphalt Plant (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹24,780

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

24 Sept 2026

Published

13 Jul 2026

Bid Opening

29 Jul 2026

Download Starts

13 Jul 2026

Download Ends

28 Jul 2026

Submission Starts

23 Jul 2026

Clarification Period

13 Jul 2026 - 17 Jul 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (71 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Estimate No. :SE-2...Road & CD work
0.0	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 upto a lead of 50m. and spreading for embankment or stacking as directed.	3,815	Cubic Meter	130.9	₹4,99,383.5
0.0	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 upto a lead of 50m. and spreading or stacking as directed.	5,246	Cubic Meter	194.7	₹10,21,396.2
0.0	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 upto a lead of 50m. and spreading for embankment or stacking as directed.	5,777	Cubic Meter	1,560.9	₹90,17,319.3
0.0	Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. 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)	1,575	Cubic Meter	1,084.9	₹17,08,717.5
0.0	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	1,523	Cubic Meter	2,579.8	₹39,29,035.4
0.0	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 - II Material	1,523	Cubic Meter	2,579.8	₹39,29,035.4
8Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm.
0.9	Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)	10,150	Square Meter	244.85	₹24,85,227.5
0.0	Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates)	10,150	Square Meter	22.7	₹2,30,405

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.07 MB

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

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

TenderDocument.pdf

Tender Documents • 0.51 MB

ItemSpecification.pdf

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Company

M/S- D.R. YEDE

L1₹2.3 CrAccepted-Finance

DATTA MANDIR ROAD YEDEVASTI JALGAON SUPE TAL BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102

M/S Ratnaprabha Construction

L2₹2.3 Cr+₹2.1 L (0.89%)Accepted-Finance

Shri Pradeep Irayya Hiremath

L3₹2.5 Cr+₹15.8 L (6.87%)Accepted-Finance

544 SHIV BASAV NILAY RAMRAO NAGAR CHHATRIBAG ROAD JAT TAL JAT DIST SANGLI | JAT | SANGLI | MAHARASHTRA

M/s. Sagunamata Construction Pvt. Ltd. Phaltan

L4₹2.5 Cr+₹17.4 L (7.55%)Accepted-Finance

Utkarsh Construction

L5₹2.5 Cr+₹19.0 L (8.23%)Accepted-Finance

PLOT NO 5 6 VIKASNAGAR SANGAMNAGAR SATARA TAL DIST SATARA | SATARA | SATARA | MAHARASHTRA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Estimate No. :SE-2...Road & CD work
0.0	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 upto a lead of 50m. and spreading for embankment or stacking as directed.	3,815	Cubic Meter	130.9	₹4,99,383.5
0.0	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 upto a lead of 50m. and spreading or stacking as directed.	5,246	Cubic Meter	194.7	₹10,21,396.2
0.0	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 upto a lead of 50m. and spreading for embankment or stacking as directed.	5,777	Cubic Meter	1,560.9	₹90,17,319.3
0.0	Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. 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)	1,575	Cubic Meter	1,084.9	₹17,08,717.5
0.0	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	1,523	Cubic Meter	2,579.8	₹39,29,035.4
0.0	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 - II Material	1,523	Cubic Meter	2,579.8	₹39,29,035.4
8Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm.
0.9	Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)	10,150	Square Meter	244.85	₹24,85,227.5
0.0	Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates)	10,150	Square Meter	22.7	₹2,30,405

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Estimate No. :SE-2...Road & CD work

0.0

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 upto a lead of 50m. and spreading for embankment or stacking as directed.

3,815

Cubic Meter

130.9

₹4,99,383.5

0.0

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 upto a lead of 50m. and spreading or stacking as directed.

5,246

Cubic Meter

194.7

₹10,21,396.2

0.0

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 upto a lead of 50m. and spreading for embankment or stacking as directed.

5,777

Cubic Meter

1,560.9

₹90,17,319.3

0.0

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. 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)

1,575

Cubic Meter

1,084.9

₹17,08,717.5

0.0

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

1,523

Cubic Meter

2,579.8

₹39,29,035.4

0.0

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 - II Material

1,523

Cubic Meter

2,579.8

₹39,29,035.4

8Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm.

0.9

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)

10,150

Square Meter

244.85

₹24,85,227.5

0.0

Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates)

10,150

Square Meter

22.7

₹2,30,405