Tender ID

Tamil Nadu

AOC

Works

Civil Works

Construction of Bait Arch at Kannathur Reddy Kuppam in Chengalpattu District.

Fisheries and Fishermen Welfare Department

Kannathur Reddy Kuppam | Chengalpattu, Tamil Nadu

Amount: ₹18.1 CrCloses: 14 Oct 2024Closed

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Timeline

Published26 Sept 2024
Closed14 Oct 2024
Technical Evaluation18 Nov 2024
Financial Evaluation19 Dec 2024
Awarded20 Jan 2025

Bids

2 Bids20 Jan 2025

#	Company	Amount	Rank	Status
1	EXCEL ENGINEERING ENTERPRISES L1₹18.0 CrAccepted-AOC OLD NO 1 172 NEW NO 2 5284 2ND FLOOR SRINIVASAN STREET MEDAVAKKAM MAIN ROAD NANMANGALAM CHENNAI 600 129 \| CHENGALPATTU \| TAMIL NADU \| 600129	₹18.0 Cr Quoted ₹18.7 Cr	L1	Accepted-AOC AOC
2	MANI CONSTRUCTIONS L2₹19.0 Cr+₹36.1 L (1.94%)Rejected-Finance NO 3 PIONEER KUMARASAMY NAGAR EXTENSION IV PERUMALPURAM TIRUNELVELI 07	₹19.0 Cr+₹36.1 L (1.94%)	L2	Rejected-Finance Rejected

Tender Value

₹18.1 Cr

EMD Value

₹9.2 L

Closing Date

14 Oct 2024, 5:00 pmClosed

Tender Inviting Organisation

Name

Chief Enginner

Address

Fishing Harbour Project Circle, Fisheries and Fishermen Welfare Department Chennai35

Work Description

Construction of Bait Arch at Kannathur Reddy Kuppam in Chengalpattu District.

Tender Information

Tender ID

2024_AHDF_488396_1

Reference Number

05DBF.114 N2024 Dated 25.09.2024

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

450 days

Location

Kannathur Reddy Kuppam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per Mentioned in PQ Document

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredEMD (.pdf)

RequiredPQ Document (.pdf)

Finance

RequiredBOQ (.xls)

RequiredPrice Bid (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹9.2 L

Important Dates

Last Activity

20 Jan 2025

Published

26 Sept 2024

Bid Opening

15 Oct 2024

Download Starts

26 Sept 2024

Download Ends

14 Oct 2024

Submission Starts

26 Sept 2024

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (37 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.	3,140	M3	102.8	₹3,22,792
2	Formation of Filter Layer for rubble mound groyne with quarry run hard blue granite stone of weight 1kg to 10kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1:1.5 on both sides wherever required as per drawing with necessary equipment and devices as per the drawings and specification etc complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.	15,580	Mt	1,000.55	₹1,55,88,569
3	Formation of core layer for rubble mound groynes with quarry run hard blue granite stone of weight 100Kg- 300Kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading, transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawing and specification etc., complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational changes of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.	59,860	Mt	1,000.55	₹5,98,92,923
4	Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 500Kg to 800kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.	21,480	Mt	1,061	₹2,27,90,280
5	Formation of Armour layer for rubble mound groynes with quarry run hard blue granite stone of weight ranging from 1500kg to 3500Kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.	42,070	Mt	1,104.9	₹4,64,83,143
6	Earthwork Excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth with in the compou	290	m³	219.7	₹63,713
7	Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	175	m³	520	₹91,000
8	Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc.,	70	m³	367.55	₹25,728.5
9	Cement Concrete 1:4:8 (One cement, Four sand and Eight hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying w	110	m³	5,623.35	₹6,18,568.5
10Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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

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Tender Page Snapshot

details.html

html • 0.03 MB

BOQ Documents

BOQ_580446.xls

BOQ Document • 0.31 MB

Work Item Documents

153052291.pdf

Tender Document • 0.33 MB

PB.pdf

Tender Document • 1.26 MB

PQ.pdf

Tender Document • 0.67 MB

153052293.html

Tender Document • 0.06 MB

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Company

EXCEL ENGINEERING ENTERPRISES

L1₹18.0 CrAccepted-AOC

OLD NO 1 172 NEW NO 2 5284 2ND FLOOR SRINIVASAN STREET MEDAVAKKAM MAIN ROAD NANMANGALAM CHENNAI 600 129 | CHENGALPATTU | TAMIL NADU | 600129

MANI CONSTRUCTIONS

L2₹19.0 Cr+₹36.1 L (1.94%)Rejected-Finance

NO 3 PIONEER KUMARASAMY NAGAR EXTENSION IV PERUMALPURAM TIRUNELVELI 07

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

3,140

102.8

₹3,22,792

Formation of Filter Layer for rubble mound groyne with quarry run hard blue granite stone of weight 1kg to 10kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1:1.5 on both sides wherever required as per drawing with necessary equipment and devices as per the drawings and specification etc complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

15,580

1,000.55

₹1,55,88,569

Formation of core layer for rubble mound groynes with quarry run hard blue granite stone of weight 100Kg- 300Kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading, transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawing and specification etc., complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational changes of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

59,860

1,000.55

₹5,98,92,923

Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 500Kg to 800kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

21,480

1,061

₹2,27,90,280

Formation of Armour layer for rubble mound groynes with quarry run hard blue granite stone of weight ranging from 1500kg to 3500Kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

42,070

1,104.9

₹4,64,83,143

Earthwork Excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth with in the compou

290

m³

219.7

₹63,713

Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

175

m³

520

₹91,000

Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc.,

m³

367.55

₹25,728.5

Cement Concrete 1:4:8 (One cement, Four sand and Eight hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying w

110

m³

5,623.35

₹6,18,568.5

10Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)