Maharashtra

Financial BO

Works

Civil Works - Roads

RD-AUR-A-105

CE RDD MMGSY

Kannad | Aurangabad, Maharashtra

Amount: ₹18.7 CrCloses: 12 May 2026Closed

Timeline

Published28 Apr 2026
Closed12 May 2026
Technical Evaluation9 Jul 2026
Financial Evaluation30 Jul 2026
Award—

Bids

Percentage

3 Bids30 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	KEDARESHWAR INFRASTRUCTURE DEVELOPERS PRIVATE LIMITED L1₹22.6 CrAdmitted-Finance GAT NO 43 DAWARGAON WALSA TQ BHOKARDAN DIST JALNA MAHARASHTRA 431114 \| BHOKARDAN \| JALNA \| MAHARASHTRA \| 431114	+21.10%	₹22.6 Cr	L1	Admitted-Finance
2	Courage Infra Pvt ltd L2₹22.8 Cr+₹20.5 L (0.91%)Admitted-Finance PLOT NO G 5 ADDL MIDC PHASE I JALNA \| JALNA \| JALNA \| MAHARASHTRA	+22.20%	₹22.8 Cr+₹20.5 L (0.91%)	L2	Admitted-Finance
3	J P ENTERPRISES Rejected-Technical 802 IMPRESSA RISE 8 AMBAZARI ROAD OPP LAD COLLEGE SHIVAJI NAGAR NAGPUR 440010 \| NAGPUR \| MAHARASHTRA \| 440010	-	-	-	Rejected-Technical As per Tender Clause-Section 2 Instructions to Bidders ITB A. General 4.4A

Corrigenda

Corrigendum

1 updatesLatest on 8 May 2026

Tender Value

₹18.7 Cr

EMD Value

₹10.1 L

Closing Date

12 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SE/PMGSY/Chhatrapati Sambhajinagar

Address

Near Renuka mata mandir kaman Beed by pass Chh.Sambhajinagar

Work Description

1) NH-52 To Takali - Borsar Bk -Up to Taluka Border ( (ODR-22,122,MRL-18) )Block Kannad.2.Aurala (ODR-100 ) To NIPANI (MDR-24) ( VR-164,LR-51) Road Block Kannad

Tender Information

Tender ID

2026_MMGSY_1298554_1

Reference Number

MMGSY/CSN/RD-AUR-A-105

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

548 days

Location

Kannad

Source Website

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Eligibility / Pre-Qualification

Tender

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll Qualification document SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹29,500

EMD Fee Amount

₹10.1 L

Pre-Bid Meeting

Meeting Place

SE office Chhatrapati Sambhajinagar

Important Dates

Last Activity

30 Jul 2026

Published

28 Apr 2026

Bid Opening

14 May 2026

Download Starts

28 Apr 2026

Download Ends

12 May 2026

Submission Starts

28 Apr 2026

Pre-Bid Meeting

4 May 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 (79 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11) NH-52 To Takali - Borsar Bk -Up to Taluka Border Km 0/000 to 10/900 Tq Kannad
1.01	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 (A) In area of non-thorny jungle	4.02	Hect.	26,530.8	₹1,06,653.82
1.02	Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	31,687.65	Sqm	15.8	₹5,00,664.87
1.03	Excavation for roadway in ordinary Soil including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( For Unlined Drain )	18,085	Cum	54.76	₹9,90,334.6
1.04	Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (i)Excavation in Cutting in Soil by Mech means with lead upto 100 m	3,396.6	Cum	73.96	₹2,51,212.54
1.05	Cement Treated Soil Sub-base/Base - Providing Laying and spreading soil on a prepared subgrade, pulverising adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motar grader and compating with the road roller at omc to achive the desired unconfined compressive strength and to form a layer of improved Sub-base /base as per Technical Specification Cluase 404. (for 4 per cent quantity of cement by weight of soil )	4,298.85	Cum	801.15	₹34,44,023.68
1.06	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	8,592.64	Cum	83.86	₹7,20,578.79
1.07	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification. Clause 301.5	21,790.48	Cum	545.66	₹1,18,90,193.32
1.08	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1	15,722.99	Cum	656.73	₹1,03,25,759.22
1.09	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complite as per Technical Specification Clause 401 -GSB	7,455.49	Cum	2,322.35	₹1,73,14,257.2

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

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 • 0.93 MB

Work Item Documents

BOQ_2230268.xls

BOQ • 0.39 MB

UplodSBD.pdf

Tender Documents • 1.26 MB

Corrigendum Documents

Corrigendum-01-RD-AUR-A-105.pdf

PDF • 0.49 MB

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Company

KEDARESHWAR INFRASTRUCTURE DEVELOPERS PRIVATE LIMITED

L1₹22.6 CrAdmitted-Finance

GAT NO 43 DAWARGAON WALSA TQ BHOKARDAN DIST JALNA MAHARASHTRA 431114 | BHOKARDAN | JALNA | MAHARASHTRA | 431114

Courage Infra Pvt ltd

L2₹22.8 Cr+₹20.5 L (0.91%)Admitted-Finance

PLOT NO G 5 ADDL MIDC PHASE I JALNA | JALNA | JALNA | MAHARASHTRA

J P ENTERPRISES

Rejected-Technical

802 IMPRESSA RISE 8 AMBAZARI ROAD OPP LAD COLLEGE SHIVAJI NAGAR NAGPUR 440010 | NAGPUR | MAHARASHTRA | 440010

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
11) NH-52 To Takali - Borsar Bk -Up to Taluka Border Km 0/000 to 10/900 Tq Kannad
1.01	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 (A) In area of non-thorny jungle	4.02	Hect.	26,530.8	₹1,06,653.82
1.02	Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	31,687.65	Sqm	15.8	₹5,00,664.87
1.03	Excavation for roadway in ordinary Soil including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( For Unlined Drain )	18,085	Cum	54.76	₹9,90,334.6
1.04	Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (i)Excavation in Cutting in Soil by Mech means with lead upto 100 m	3,396.6	Cum	73.96	₹2,51,212.54
1.05	Cement Treated Soil Sub-base/Base - Providing Laying and spreading soil on a prepared subgrade, pulverising adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motar grader and compating with the road roller at omc to achive the desired unconfined compressive strength and to form a layer of improved Sub-base /base as per Technical Specification Cluase 404. (for 4 per cent quantity of cement by weight of soil )	4,298.85	Cum	801.15	₹34,44,023.68
1.06	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	8,592.64	Cum	83.86	₹7,20,578.79
1.07	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification. Clause 301.5	21,790.48	Cum	545.66	₹1,18,90,193.32
1.08	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1	15,722.99	Cum	656.73	₹1,03,25,759.22
1.09	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complite as per Technical Specification Clause 401 -GSB	7,455.49	Cum	2,322.35	₹1,73,14,257.2

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

11) NH-52 To Takali - Borsar Bk -Up to Taluka Border Km 0/000 to 10/900 Tq Kannad

1.01

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 (A) In area of non-thorny jungle

4.02

Hect.

26,530.8

₹1,06,653.82

1.02

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

31,687.65

Sqm

15.8

₹5,00,664.87

1.03

Excavation for roadway in ordinary Soil including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( For Unlined Drain )

18,085

Cum

54.76

₹9,90,334.6

1.04

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (i)Excavation in Cutting in Soil by Mech means with lead upto 100 m

3,396.6

Cum

73.96

₹2,51,212.54

1.05

Cement Treated Soil Sub-base/Base - Providing Laying and spreading soil on a prepared subgrade, pulverising adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motar grader and compating with the road roller at omc to achive the desired unconfined compressive strength and to form a layer of improved Sub-base /base as per Technical Specification Cluase 404. (for 4 per cent quantity of cement by weight of soil )

4,298.85

Cum

801.15

₹34,44,023.68

1.06

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

8,592.64

Cum

83.86

₹7,20,578.79

1.07

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification. Clause 301.5

21,790.48

Cum

545.66

₹1,18,90,193.32

1.08

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical Specification Clause 303.1

15,722.99

Cum

656.73

₹1,03,25,759.22

1.09

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complite as per Technical Specification Clause 401 -GSB

7,455.49

Cum

2,322.35

₹1,73,14,257.2