Tamil Nadu

AOC

Works

Civil Works - Others

Reconstruction of east and north east retaining wall at arulmigu aranganathaswamy temple singavaram

Hindu Religious and Charitable Endowments

Singavaram | Villupuram, Tamil Nadu

Amount: ₹8.4 CrCloses: 27 Dec 202418 Dec 2024Closed

Timeline

Published27 Nov 2024
Closed27 Dec 2024
Technical Evaluation10 Jan 2025
Financial Evaluation13 Jan 2025
Awarded12 Mar 2025

Bids

2 Bids12 Mar 2025

#	Company	Amount	Rank	Status
1	PRIDE CONSTRUCTIONS 1₹8.4 CrAccepted-AOC NO 163 CHINNAMUTHU STREET E K VALASU ERODE 638011 \| ERODE \| ERODE \| TAMIL NADU \| 638011	₹8.4 Cr Quoted ₹7.7 Cr	1	Accepted-AOC lowest compare to estimate
2	shanmathi constructions private limited 2₹8.0 Cr+₹32.5 L (4.24%)Rejected-AOC	₹8.0 Cr+₹32.5 L (4.24%)	2	Rejected-AOC highest compare to estimate

Corrigenda

Corrigendum

1 updatesLatest on 18 Dec 2024Submission Ends:18 Dec 202427 Dec 2024

Date changes

Download Ends18 Dec 202427 Dec 2024Submission Ends18 Dec 202427 Dec 2024Bid Opening18 Dec 202427 Dec 2024

Tender Value

₹8.4 Cr

EMD Value

₹4.3 L

Closing Date

27 Dec 2024, 1:00 pmClosed

Tender Inviting Organisation

Name

AC/EO

Address

Arulmigu Aranganathaswamy thirukoil Singavaram

Work Description

RE-CONSTRUCTION OF EAST AND NORTH EAST RETAINING WALL AT ARULMIGU ARANGANATHASWAMY THIRUKOIL, SINGAVARAM, GINGEE TALUK, VILLUPURAM DT

Tender Information

Tender ID

2024_HRCE_504698_1

Reference Number

01/2024-2025

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Lump-sum

Period of Work

180 days

Location

Singavaram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredTN Govt Dept regtd class II and above contractors/firm with same name and style last five years (.pdf)

RequiredSolvency at least not less than Rs.75.00 Lakhs on immovable properties in his/their name with ec (.pdf)

RequiredIT Clearance Certificate proceeding 5 years and GST Verification Certificate valid for the current (.pdf)

Requiredexperience in major gabion wall construction works completed last five years (.pdf)

RequiredAnnual turnover of applicant should not be less than 50percentage of the put in tender last 5 years (.pdf)

RequiredShare capital reserves equal to at least 20 percentage value of work sufficient to one month activit (.pdf)

Requiredcontracts not terminated or breach of contract past five years, technical staff and equipment detail (.pdf)

Finance

Requiredboq (.xls)

Requiredconditions (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹4.3 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Singavaram

Important Dates

Last Activity

17 Mar 2025

Published

27 Nov 2024

Bid Opening

27 Dec 2024

Download Starts

27 Nov 2024

Download Ends

27 Dec 2024

Submission Starts

27 Nov 2024

Pre-Bid Meeting

10 Dec 2024

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (35 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Removal of Sand bags, loose boulders/soil and other foreign materials.	660	Sqm	100	₹66,000
2	Removal of vegetation, bushes, shrubs (include trees as well in some locations if required) in lower and upper sections including stacking of useful material, disposing of waste material from hill slope with lead, lift etc. as directed by Engineer in Charge	1,078	Sqm	8.58	₹9,249.24
3Excavation including removal of all type of soils(40%), cutting of moderately weathered rock(40%), cutting of rock(20%) for the foundation of reinforced soil structure as directed by Engineer in Charge
3.1	Earth work in excavtion by mechanucal means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of excacted earh lead upto 50m for all the lift , as directed by Engineer in Charde-Excavation of soil	2,687	Cum	220	₹5,91,140
3.2	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m for all the lift , as directed by Engineer in Charge-Moderately weathered rock	2,687	Cum	322.47	₹8,66,476.89
3.3	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of extracted earth lead upto 50m for all the lift , as directed by Engineer in Charge-Cutting/Breaking of hard rock	1,344	Cum	1,741.3	₹23,40,307.2
4	Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor’s own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile.	320	Sqm	844.5	₹2,70,240
5	Applying shotcrete mixture of average thickness 40mm over slope cut / concrete including slope dressing, removal of defective concrete, raking the mortar in joints, cleaning the surface thoroughly, fixing 50x50x3mm wire mesh (if and as required) over the surface for application of grout mixture comprising cement, sand, coarse aggregate, water, quick setting compound complete as per procedures and specifications given in IRBM Para No 209(3) including curing. Rate is excluding the cost of cement which shall be paid extra	320	Sqm	493	₹1,57,760
6	Design, Providing and fixing Surface Anchors - self-drilling anchors of 32 mm diameter on cut slope with yield load of 230 kN with attached sacrificial drill bit, nut, washer plate, coupler for connecting bars with suitable corrosion resistance coating for bar and accessories and full length grouting including all ancillary works for soil nailing/surface anchoring including all ancillary material, machinery, Labour etc. as per detailed technical specifications/drawings and as per Engineer - In - Charge.	7,910	Rmt	736.79	₹58,28,008.9
7Design, Supply & Installation of retention system comprising of flexible high strength and high stiffness geogrid having design strength >100 kN/m and long term stiffness > 1000 kN/m as primary reinforcement at site store maintained by contractor with a high quality coating like LDPE or equivalent along with Gabion facia units of size -3mx3mx0.8mx0.8m (LxWxH) with the integrated tail of 3m long as secondary reinforcement for Reinforced soil system, made of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh as per IS 16014:2018 and MoRTH (Fifth Revision) Clause 3100, Mesh Type 10x12, Zn+10%Al+Polymer coated Mesh Wire dia. 2.7/3.7mm (ID/OD), having tensile strength 40kN/m & punch strength 19kN. Stones/Boulders with sizes 150 to 250 mm for filling in facia units and laying drainage composite as chimney drain behind reinforced soil wall with one side needle punched non woven geotextile and one side drainage composite conforming to IRC-34, and installation of polyester needle punched non woven geotextile as filter media behind Reinforced soil wall Gabion facia units as per MoRTH 700 Type-III and as directed by Engineer -In -Charge.

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 • 0.04 MB

BOQ Documents

BOQ_600530.xls

BOQ • 0.31 MB

Work Item Documents

157248687.pdf

Tender Documents • 0.21 MB

157248688.pdf

Tender Documents • 0.22 MB

157248689.pdf

Tender Documents • 0.25 MB

157248690.pdf

Tender Documents • 1.32 MB

157248692.html

Tender Documents • 0.07 MB

159016258.pdf

Tender Documents • 0.20 MB

doublecoverone.pdf

Tender Documents • 0.23 MB

doublecovertwo.pdf

Tender Documents • 1.30 MB

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Company

PRIDE CONSTRUCTIONS

1₹8.4 CrAccepted-AOC

NO 163 CHINNAMUTHU STREET E K VALASU ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011

shanmathi constructions private limited

2₹8.0 Cr+₹32.5 L (4.24%)Rejected-AOC

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Removal of Sand bags, loose boulders/soil and other foreign materials.

660

Sqm

100

₹66,000

Removal of vegetation, bushes, shrubs (include trees as well in some locations if required) in lower and upper sections including stacking of useful material, disposing of waste material from hill slope with lead, lift etc. as directed by Engineer in Charge

1,078

Sqm

8.58

₹9,249.24

3Excavation including removal of all type of soils(40%), cutting of moderately weathered rock(40%), cutting of rock(20%) for the foundation of reinforced soil structure as directed by Engineer in Charge

3.1

Earth work in excavtion by mechanucal means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of excacted earh lead upto 50m for all the lift , as directed by Engineer in Charde-Excavation of soil

2,687

Cum

220

₹5,91,140

3.2

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m for all the lift , as directed by Engineer in Charge-Moderately weathered rock

2,687

Cum

322.47

₹8,66,476.89

3.3

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10sqm on plan) including getting out and disposal of extracted earth lead upto 50m for all the lift , as directed by Engineer in Charge-Cutting/Breaking of hard rock

1,344

Cum

1,741.3

₹23,40,307.2

Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor’s own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile.

320

Sqm

844.5

₹2,70,240

Applying shotcrete mixture of average thickness 40mm over slope cut / concrete including slope dressing, removal of defective concrete, raking the mortar in joints, cleaning the surface thoroughly, fixing 50x50x3mm wire mesh (if and as required) over the surface for application of grout mixture comprising cement, sand, coarse aggregate, water, quick setting compound complete as per procedures and specifications given in IRBM Para No 209(3) including curing. Rate is excluding the cost of cement which shall be paid extra

320

Sqm

493

₹1,57,760

Design, Providing and fixing Surface Anchors - self-drilling anchors of 32 mm diameter on cut slope with yield load of 230 kN with attached sacrificial drill bit, nut, washer plate, coupler for connecting bars with suitable corrosion resistance coating for bar and accessories and full length grouting including all ancillary works for soil nailing/surface anchoring including all ancillary material, machinery, Labour etc. as per detailed technical specifications/drawings and as per Engineer - In - Charge.

7,910

Rmt

736.79

₹58,28,008.9

7Design, Supply & Installation of retention system comprising of flexible high strength and high stiffness geogrid having design strength >100 kN/m and long term stiffness > 1000 kN/m as primary reinforcement at site store maintained by contractor with a high quality coating like LDPE or equivalent along with Gabion facia units of size -3mx3mx0.8mx0.8m (LxWxH) with the integrated tail of 3m long as secondary reinforcement for Reinforced soil system, made of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh as per IS 16014:2018 and MoRTH (Fifth Revision) Clause 3100, Mesh Type 10x12, Zn+10%Al+Polymer coated Mesh Wire dia. 2.7/3.7mm (ID/OD), having tensile strength 40kN/m & punch strength 19kN. Stones/Boulders with sizes 150 to 250 mm for filling in facia units and laying drainage composite as chimney drain behind reinforced soil wall with one side needle punched non woven geotextile and one side drainage composite conforming to IRC-34, and installation of polyester needle punched non woven geotextile as filter media behind Reinforced soil wall Gabion facia units as per MoRTH 700 Type-III and as directed by Engineer -In -Charge.