Tender ID

Tamil Nadu

AOC

Works

Civil Works - Buildings

Construction of Combined Court Building Consisting of Two Courts and Two Judicial Officers Quarters at Sendurai in Ariyalur District.

Public Works Department

Sendurai | Ariyalur, Tamil Nadu

Amount: ₹15.8 CrCloses: 30 Jan 2025Closed

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Timeline

Published25 Jan 2025
Closed30 Jan 2025
Technical Evaluation13 Feb 2025
Financial Evaluation19 Feb 2025
Awarded10 Mar 2025

Bids

3 Bids10 Mar 2025

#	Company	Amount	Rank	Status
1	SRI BHANNARI AMMAN BUILDERS L1₹16.1 CrAccepted-AOC NO 801 1 M VELAMPALAYAM MODAKURICHI ERODE DISTRICT 638 104 \| ERODE \| TAMIL NADU \| 638104	₹16.1 Cr Quoted ₹16.3 Cr	L1	Accepted-AOC Agreement Accepted
2	Sri Balaji Constructions L2₹16.4 Cr+₹14.3 L (0.88%)Rejected-AOC 9 A PONGALIVALASU KODUMUDI POST ERODE 638 151 \| ERODE \| ERODE \| TAMIL NADU \| 638151	₹16.4 Cr+₹14.3 L (0.88%)	L2	Rejected-AOC Rejected
3	HariRam Constructions L3₹16.8 Cr+₹52.2 L (3.21%)Rejected-AOC ERODE	₹16.8 Cr+₹52.2 L (3.21%)	L3	Rejected-AOC Rejected

Tender Value

₹15.8 Cr

EMD Value

₹8.0 L

Closing Date

30 Jan 2025, 6:25 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, P.W.D., Buildings (C and

Address

Office of the Superintending Engineer, P.W.D., Buildings (C and M), Circle, Trichy-1

Work Description

Construction of Combined Court Building Consisting of Two Courts and Two Judicial Officers Quarters at Sendurai in Ariyalur District.

Tender Information

Tender ID

2025_PWD_518394_2

Reference Number

Tn.no.11 2024 25 dated24.12.2024

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

450 days

Location

Sendurai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

17 documents required · 17 mandatory

Fee/PreQual/Technical

RequiredSite Visit Certificate (.pdf)

RequiredPQ application (.pdf)

RequiredContractor Registration details as mentioned in the PQ application (Item No.1) (.pdf)

RequiredRevenue solvency certificate as mentioned in the PQ application (Item No.2) (.pdf)

RequiredEncumbrance certificate as mentioned in the PQ application (Item No.3) (.pdf)

RequiredIncome Tax and GST certificate as mentioned in the PQ application(Item No.4) (.pdf)

RequiredDetails of Major works Completed as mentioned in the PQ application (Item No.5) (.pdf)

RequiredDetails of similar nature of work Completed as mentioned in the PQ application (Item No.6) (.pdf)

RequiredAnnual Financial turnover details as mentioned in the PQ application Item No.7) (.pdf)

RequiredShare capital particulars as mentioned in the PQ application (Item No.8) (.pdf)

RequiredWorking capital details with Bank OD as mentioned in the PQ application (Item No.9) (.pdf)

RequiredAffidavit and undertaking as mentioned in the PQ application (Item No.10) (.pdf)

RequiredTechnical personnel details as mentioned in the PQ application (Item No.11) (.pdf)

RequiredTools and plants details as mentioned in the PQ application (Item No.12) (.pdf)

RequiredSchedule E with Signature of the applicant (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Conditions (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.0 L

Important Dates

Last Activity

8 Apr 2025

Published

25 Jan 2025

Bid Opening

31 Jan 2025

Download Starts

25 Jan 2025

Download Ends

30 Jan 2025

Submission Starts

25 Jan 2025

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (243 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work 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 within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.	3,459	M3	-	-
2	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, baling 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.	607	M3	-	-
3	Supplying and filling in foundation and basement, etc with crushed stone sand 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.	351.8	M3	-	-
4	Supplying and filling in foundation and basement, etc with GRAVEL 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.	864.5	M3	-	-
5	Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification	555	M3	-	-
6	Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification	220.6	M3	-	-
7	Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten 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 with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers	222.8	M3	-	-
8	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid)	1,778	M2	-	-
9Supplying 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 specificaton. (Payment for centering shall be given after the concrete is laid)
9.01	For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.	6,505.9	M2	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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

BOQ Documents

BOQ_619550.xls

BOQ • 0.47 MB

Work Item Documents

161719961.pdf

Tender Documents • 0.28 MB

161719963.html

Tender Documents • 0.07 MB

DraftPQConditionsSenduraicourt.pdf

Tender Documents • 0.61 MB

Senduraiconditins.pdf

Tender Documents • 2.10 MB

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Company

SRI BHANNARI AMMAN BUILDERS

L1₹16.1 CrAccepted-AOC

NO 801 1 M VELAMPALAYAM MODAKURICHI ERODE DISTRICT 638 104 | ERODE | TAMIL NADU | 638104

Sri Balaji Constructions

L2₹16.4 Cr+₹14.3 L (0.88%)Rejected-AOC

9 A PONGALIVALASU KODUMUDI POST ERODE 638 151 | ERODE | ERODE | TAMIL NADU | 638151

HariRam Constructions

L3₹16.8 Cr+₹52.2 L (3.21%)Rejected-AOC

ERODE

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work 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 within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

3,459

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, baling 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.

607

Supplying and filling in foundation and basement, etc with crushed stone sand 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.

351.8

Supplying and filling in foundation and basement, etc with GRAVEL 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.

864.5

Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification

555

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

220.6

Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten 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 with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers

222.8

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid)

1,778

9Supplying 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 specificaton. (Payment for centering shall be given after the concrete is laid)

9.01

For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

6,505.9