DEFPROC

AOC

Works

Civil Works

CONSTRUCTION OF BERTHING FACILITY AT LAKKI NALLAH KUTCH-BHUJ

IHQ of MoD (Army)-(OSCC)

LAKKI NALLAH KUTCH BHUJ | Kachchh, Gujarat

Amount: ₹15.2 CrCloses: 9 Aug 2023Closed

Timeline

Published14 Jul 2023
Closed9 Aug 2023
Technical Evaluation16 Aug 2023
Financial Evaluation25 Aug 2023
Awarded26 Aug 2023

Bids

2 Bids26 Aug 2023

#	Company	Amount	Rank	Status
1	DHARTI CONSTRUCTION 1₹13.7 CrAccepted-AOC	₹13.7 Cr	1	Accepted-AOC L1 bidder, performance guarantee sumitted.
2	Sterling Infrastructure Company 2₹17.5 Cr+₹3.8 Cr (27.4%)Rejected-Finance	₹17.5 Cr+₹3.8 Cr (27.4%)	2	Rejected-Finance Higher qouted amount

Tender Value

₹15.2 Cr

EMD Value

₹10.8 L

Closing Date

9 Aug 2023, 6:00 pmClosed

Tender Inviting Organisation

Name

425(I) FD COY BHUJ

Address

425(I) FD COY BHUJ

Work Description

CONSTRUCTION OF BERTHING FACILITY AT LAKKI NALLAH KUTCH-BHUJ

Tender Information

Tender ID

2023_ARMY_608843_1

Reference Number

1370/GEN/OP WKS

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

180 days

Location

LAKKI NALLAH KUTCH BHUJ

Source Website

Subscribe to view

Eligibility / Pre-Qualification

REFER TENDER

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION AND DD (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER OF ENLISTED CONTRACTOR IF UNLISTED SUBMIT THE DOCUMENT AS PER NIT (.pdf)

RequiredSCANNED COPY OF PROVIDENT FUND CODE NUMBER (.pdf)

RequiredSCANNED COPY OF VALID GST NUMBER (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

425(I)FD COY

EMD Fee Amount

₹10.8 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Sept 2023

Published

14 Jul 2023

Bid Opening

10 Aug 2023

Download Starts

14 Jul 2023

Download Ends

9 Aug 2023

Submission Starts

4 Aug 2023

Clarification Period

15 Jul 2023 - 3 Aug 2023

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2SCHEDULE 'A' PART-I
2.01	Lump sum price to be workout by the contractor for removal/ disposal of Earth work comprising Creek Bed Material from two water channels and areas of two slipways. The disposal is to be done upto 300m and the technical details are specified in technically vetted design, GAD and as listed in Schedule 'A' Part-I(As per design)	1	Lump Sum	1,74,05,130	₹1,74,05,130
2.02	Lump sum price worked out by the Contractor for Earthwork Excavation including dressing and pruning down of the entire length of earthen Embankment and disposal of this earthwork as per the site condition upto the distance of 300m. as per specfications in technically vetted design, GAD and as listed in Schedule 'A' Part-II (As per design)	1	Lump Sum	81,47,160	₹81,47,160
2.03	Lumpsum price worked out for M & L by the contractor for Construction of an Embankment involving Hybrid Stone Pitched Wall with foundation using geo textile material such as geo cells, geo grid materials as per technically vetted design, GAD and as listed in Schedule 'A' Part-III (As per design)	1	Lump Sum	4,77,68,516	₹4,77,68,516
2.04	Lumpsum price worked out for M & L by the contractor for Construction and fixing of Carriage ways of Embankments involving Spreading, Levelling, Compaction of existing sub base and fix required murram as per technical specifications and as indicated in Schedule 'A' Part-IV (As per design)	1	Lump Sum	1,21,61,935	₹1,21,61,935
2.05	Lumpsum price worked out for M & L by the contractor for Construction of an Installed Toe Wall and rivet mattress (Part-V) as listed in Schedule 'A' Part-V (As per design)	1	Lump Sum	2,99,44,270	₹2,99,44,270
2.06	Lumpsum price worked out for M & L by the contractor for Provision of an External Electrification and related amenities as listed in Schedule 'A' Part-VI (As per design)	1	Lump Sum	9,25,444	₹9,25,444
2.07	Lumpsum price to be worked out by contractor for M&L for construction of two Slipways (02 Nos) and related additional works involving spreading of earthwork, compaction, preparation of reinforcement and execution of work during the construction of the two Slipways, Pavement and other Construction activity indicated in the technical design,GAD and as listed in Schedule 'A' Part - VII (As per design)	1	Lump Sum	3,59,71,545	₹3,59,71,545

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

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

BOQ Documents

BOQ_681550.xls

BOQ Document • 0.37 MB

Work Item Documents

125068442.pdf

Tender Document • 0.47 MB

TENDER.pdf

Tender Document • 1.06 MB

DESIGN.pdf

Tender Document • 0.40 MB

SUB_SOIL_IVESTIGATION_REPORT.pdf

Tender Document • 2.44 MB

STABILITY_ANALYSIS_FOR_EMBANKMENT.pdf

Tender Document • 0.74 MB

DRAWING.pdf

Tender Document • 2.45 MB

SCHEDULE_A.pdf

Tender Document • 0.21 MB

contents_of_cover_1.pdf

Tender Document • 0.16 MB

contents_of_cover_2.pdf

Tender Document • 0.32 MB

125068444.html

Tender Document • 0.04 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

DHARTI CONSTRUCTION

1₹13.7 CrAccepted-AOC

Sterling Infrastructure Company

2₹17.5 Cr+₹3.8 Cr (27.4%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2SCHEDULE 'A' PART-I
2.01	Lump sum price to be workout by the contractor for removal/ disposal of Earth work comprising Creek Bed Material from two water channels and areas of two slipways. The disposal is to be done upto 300m and the technical details are specified in technically vetted design, GAD and as listed in Schedule 'A' Part-I(As per design)	1	Lump Sum	1,74,05,130	₹1,74,05,130
2.02	Lump sum price worked out by the Contractor for Earthwork Excavation including dressing and pruning down of the entire length of earthen Embankment and disposal of this earthwork as per the site condition upto the distance of 300m. as per specfications in technically vetted design, GAD and as listed in Schedule 'A' Part-II (As per design)	1	Lump Sum	81,47,160	₹81,47,160
2.03	Lumpsum price worked out for M & L by the contractor for Construction of an Embankment involving Hybrid Stone Pitched Wall with foundation using geo textile material such as geo cells, geo grid materials as per technically vetted design, GAD and as listed in Schedule 'A' Part-III (As per design)	1	Lump Sum	4,77,68,516	₹4,77,68,516
2.04	Lumpsum price worked out for M & L by the contractor for Construction and fixing of Carriage ways of Embankments involving Spreading, Levelling, Compaction of existing sub base and fix required murram as per technical specifications and as indicated in Schedule 'A' Part-IV (As per design)	1	Lump Sum	1,21,61,935	₹1,21,61,935
2.05	Lumpsum price worked out for M & L by the contractor for Construction of an Installed Toe Wall and rivet mattress (Part-V) as listed in Schedule 'A' Part-V (As per design)	1	Lump Sum	2,99,44,270	₹2,99,44,270
2.06	Lumpsum price worked out for M & L by the contractor for Provision of an External Electrification and related amenities as listed in Schedule 'A' Part-VI (As per design)	1	Lump Sum	9,25,444	₹9,25,444
2.07	Lumpsum price to be worked out by contractor for M&L for construction of two Slipways (02 Nos) and related additional works involving spreading of earthwork, compaction, preparation of reinforcement and execution of work during the construction of the two Slipways, Pavement and other Construction activity indicated in the technical design,GAD and as listed in Schedule 'A' Part - VII (As per design)	1	Lump Sum	3,59,71,545	₹3,59,71,545

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2SCHEDULE 'A' PART-I

2.01

Lump sum price to be workout by the contractor for removal/ disposal of Earth work comprising Creek Bed Material from two water channels and areas of two slipways. The disposal is to be done upto 300m and the technical details are specified in technically vetted design, GAD and as listed in Schedule 'A' Part-I(As per design)

Lump Sum

1,74,05,130

₹1,74,05,130

2.02

Lump sum price worked out by the Contractor for Earthwork Excavation including dressing and pruning down of the entire length of earthen Embankment and disposal of this earthwork as per the site condition upto the distance of 300m. as per specfications in technically vetted design, GAD and as listed in Schedule 'A' Part-II (As per design)

Lump Sum

81,47,160

₹81,47,160

2.03

Lumpsum price worked out for M & L by the contractor for Construction of an Embankment involving Hybrid Stone Pitched Wall with foundation using geo textile material such as geo cells, geo grid materials as per technically vetted design, GAD and as listed in Schedule 'A' Part-III (As per design)

Lump Sum

4,77,68,516

₹4,77,68,516

2.04

Lumpsum price worked out for M & L by the contractor for Construction and fixing of Carriage ways of Embankments involving Spreading, Levelling, Compaction of existing sub base and fix required murram as per technical specifications and as indicated in Schedule 'A' Part-IV (As per design)

Lump Sum

1,21,61,935

₹1,21,61,935

2.05

Lumpsum price worked out for M & L by the contractor for Construction of an Installed Toe Wall and rivet mattress (Part-V) as listed in Schedule 'A' Part-V (As per design)

Lump Sum

2,99,44,270

₹2,99,44,270

2.06

Lumpsum price worked out for M & L by the contractor for Provision of an External Electrification and related amenities as listed in Schedule 'A' Part-VI (As per design)

Lump Sum

9,25,444

₹9,25,444

2.07

Lumpsum price to be worked out by contractor for M&L for construction of two Slipways (02 Nos) and related additional works involving spreading of earthwork, compaction, preparation of reinforcement and execution of work during the construction of the two Slipways, Pavement and other Construction activity indicated in the technical design,GAD and as listed in Schedule 'A' Part - VII (As per design)

Lump Sum

3,59,71,545

₹3,59,71,545