Maharashtra

AOC

Works

Civil Works

RD-RAI-C295-Dist-Raigad Tal-Poladpur,Mahad,Mangaon -Total 13 works(2nd Call)

CE Maharashtra Rural Road Development Agency Pune- ADB Tenders

poladpur | Raigad, Maharashtra

Amount: Refer DocsCloses: 11 Dec 2024Closed

Timeline

Published26 Nov 2024
Closed11 Dec 2024
Technical Evaluation10 Feb 2025
Awarded21 Sept 2026

Bids

Item Rate

1 Bid21 Sept 2026

#	Company	Amount	Rank	Status
1	Vishal Construction L1₹53.0 CrAccepted-AOC AURANGABAD \| MAHARASHTRA \| 423701	₹53.0 Cr	L1	Accepted-AOC work order issued

BoQ Comparative

Line Items (574)

Sl No	Description	Qty	Unit	Vishal Construction L1
1.00A)NH 66 To Palchil To Khadkwane To Goldara To MDR 99 Road (MRL-12, VR-63) Tal-Poladpur
1.01	Clearing and Grubbing Road Land-By mechenical means-In area of non-thorny jungle- 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, including all lifts, leads and including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201, As per directed by Engineer Incharge.	1.05	Hectar	30,132 ₹31,638.6 Lowest
1.02	Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth Above 300 mm to 600 mm	4	Each	840.96 ₹3,363.84 Lowest
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means- 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, As per directed by Engineer Incharge.	7,890	One Square Meter	22.5 ₹1,77,525 Lowest
1.04	Construction of Subgrade and Earthen Shoulders-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 including all lifts and leads as per Technical Specification Clause 303.1. As per directed by Engineer Incharge.	2,535.08	One Cubic Meter	953.78 ₹24,17,908.6 Lowest
1.05	Excavation in Soil using Hydraulic Excavator and Tippers with disposal - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.	5,211.76	One Cubic Meter	86.36 ₹4,50,087.59 Lowest
1.06	Construction of Embankment with Material Obtained from Roadway Cutting- 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, As per directed by Engineer Incharge.	4,170.4	One Cubic Meter	98.6 ₹4,11,201.44 Lowest
1.07	Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	919.59	One Cubic Meter	127.5 ₹1,17,247.73 Lowest
1.08	Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	613.06	One Cubic Meter	615 ₹3,77,031.9 Lowest
1.09	Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	306.53	One Cubic Meter	105.93 ₹32,470.72 Lowest

Tender Value

Refer Docs

EMD Value

₹24.3 L

Closing Date

11 Dec 2024, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer PMGSY Konkan Region Thane

Address

1st floor in PWD Compound, Near Talvpali, Station road, Thane W 400601

Work Description

RD-RAI-C295-Dist-Raigad Tal-Poladpur,Mahad,Mangaon -Total 13 works(2nd Call)

Tender Information

Tender ID

2024_MRRDA_1117994_1

Reference Number

MMGSY/Raigad/C295/51/24-25

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

730 days

Location

poladpur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredPWD/RDD registration,GST registration, Joint ventures, Partnership deed,PoA if any (.pdf)

RequiredWork of similar nature, past performance certificate (PMGSY) (.pdf)

RequiredC.A. certificate of of civil work 5 yeas volume, profit loss statements, balance sheet past 3 year (.pdf)

RequiredScanned copy of Tender fee and EMD, declaration, Seek ref (.pdf)

Requiredequipment list with evidence of owned/hired agreement, lab equipment, IT Clearance, litigation (.pdf)

RequiredDetails of Technical staff with education and experience certificate, other documents as per ITB (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹29,500

EMD Fee Amount

₹24.3 L

Important Dates

Last Activity

21 Sept 2026

Published

26 Nov 2024

Bid Opening

13 Dec 2024

Download Starts

26 Nov 2024

Download Ends

11 Dec 2024

Submission Starts

29 Nov 2024

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

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

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Company

Vishal Construction

L1₹53.0 CrAccepted-AOC

AURANGABAD | MAHARASHTRA | 423701

Sl No	Description	Qty	Unit	Vishal Construction L1
1.00A)NH 66 To Palchil To Khadkwane To Goldara To MDR 99 Road (MRL-12, VR-63) Tal-Poladpur
1.01	Clearing and Grubbing Road Land-By mechenical means-In area of non-thorny jungle- 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, including all lifts, leads and including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201, As per directed by Engineer Incharge.	1.05	Hectar	30,132 ₹31,638.6 Lowest
1.02	Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth Above 300 mm to 600 mm	4	Each	840.96 ₹3,363.84 Lowest
1.03	Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means- 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, As per directed by Engineer Incharge.	7,890	One Square Meter	22.5 ₹1,77,525 Lowest
1.04	Construction of Subgrade and Earthen Shoulders-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 including all lifts and leads as per Technical Specification Clause 303.1. As per directed by Engineer Incharge.	2,535.08	One Cubic Meter	953.78 ₹24,17,908.6 Lowest
1.05	Excavation in Soil using Hydraulic Excavator and Tippers with disposal - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.	5,211.76	One Cubic Meter	86.36 ₹4,50,087.59 Lowest
1.06	Construction of Embankment with Material Obtained from Roadway Cutting- 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, As per directed by Engineer Incharge.	4,170.4	One Cubic Meter	98.6 ₹4,11,201.44 Lowest
1.07	Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	919.59	One Cubic Meter	127.5 ₹1,17,247.73 Lowest
1.08	Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	613.06	One Cubic Meter	615 ₹3,77,031.9 Lowest
1.09	Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.	306.53	One Cubic Meter	105.93 ₹32,470.72 Lowest

Sl No

Description

Qty

Unit

Vishal Construction

1.00A)NH 66 To Palchil To Khadkwane To Goldara To MDR 99 Road (MRL-12, VR-63) Tal-Poladpur

1.01

Clearing and Grubbing Road Land-By mechenical means-In area of non-thorny jungle- 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, including all lifts, leads and including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201, As per directed by Engineer Incharge.

1.05

Hectar

30,132

₹31,638.6

Lowest

1.02

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth Above 300 mm to 600 mm

Each

840.96

₹3,363.84

Lowest

1.03

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means- 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, As per directed by Engineer Incharge.

7,890

One Square Meter

22.5

₹1,77,525

Lowest

1.04

Construction of Subgrade and Earthen Shoulders-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 including all lifts and leads as per Technical Specification Clause 303.1. As per directed by Engineer Incharge.

2,535.08

One Cubic Meter

953.78

₹24,17,908.6

Lowest

1.05

Excavation in Soil using Hydraulic Excavator and Tippers with disposal - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.

5,211.76

One Cubic Meter

86.36

₹4,50,087.59

Lowest

1.06

Construction of Embankment with Material Obtained from Roadway Cutting- 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, As per directed by Engineer Incharge.

4,170.4

One Cubic Meter

98.6

₹4,11,201.44

Lowest

1.07

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.

919.59

One Cubic Meter

127.5

₹1,17,247.73

Lowest

1.08

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.

613.06

One Cubic Meter

615

₹3,77,031.9

Lowest

1.09

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 As per directed by Engineer Incharge.

306.53

One Cubic Meter

105.93

₹32,470.72

Lowest