Tamil Nadu

Financial Eval

Works

Civil Works

Civil Work

Public Works Department

Ashok Nagar | Chennai, Tamil Nadu

Amount: ₹10.4 CrCloses: 13 Aug 2024Closed

Timeline

Published9 Aug 2024
Closed13 Aug 2024
Technical Evaluation28 Aug 2024
Financial Evaluation28 Aug 2024
Award—

Bids

3 Bids28 Aug 2024

#	Company	Amount	Rank	Status
1	KANTHAN ASSOCIATES L1₹11.0 CrAccepted-Finance	₹11.0 Cr	L1	Accepted-Finance L1 Accepted
2	RM Constructions L2₹11.3 Cr+₹28.2 L (2.56%)Rejected-Finance	₹11.3 Cr+₹28.2 L (2.56%)	L2	Rejected-Finance L2 Rejected
3	R K CONTRUCTIONS L3₹11.6 Cr+₹64.0 L (5.83%)Rejected-Finance	₹11.6 Cr+₹64.0 L (5.83%)	L3	Rejected-Finance L3 Rejected

Tender Value

₹10.4 Cr

EMD Value

₹5.3 L

Closing Date

13 Aug 2024, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer PWD

Address

Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5

Work Description

Construction of 40 Class rooms in Government Girls Higher Secondary School Ashok Nagar Chennai 83

Tender Information

Tender ID

2024_PWD_470903_1

Reference Number

TNPWD/09 BCM/2024-25

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

365 days

Location

Ashok Nagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredRegistration, Solvency and Encumbrance Certificates (.pdf)

RequiredIncome Tax and GST Certificates (.pdf)

RequiredSimilar Nature of Work Experience (.pdf)

RequiredAnnual Turnover, Share Capital and Working Capital (Bank OverDraft) (.pdf)

RequiredAffidavit and Undertaking Certificates (.pdf)

RequiredTools and Plants (.pdf)

RequiredTechnical Personnel Certificates (as per Schedule H) (.pdf)

RequiredOn Going Works(as per Schedule D3) (.pdf)

RequiredPQ Application (.pdf)

RequiredOther required Certificates (.pdf)

Finance

RequiredBoQ (.xls)

RequiredPrice Tender Condition Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5.3 L

Important Dates

Last Activity

28 Aug 2024

Published

9 Aug 2024

Bid Opening

13 Aug 2024

Download Starts

9 Aug 2024

Download Ends

13 Aug 2024

Submission Starts

9 Aug 2024

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (58 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.01	Upto 2m depth	2,170	Cu.m	-	-
1.02	From 2-3m depth	475	Cu.m	-	-
2	Providing laying spreading and compacting grade stone aggregate to WET mix Macadam specication including premixing the meterial with water at OMC in mechical mix plant carriage of mixed material by tripper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc., complete as per clause 406 morth rev - 5 specification	285	Cu.m	-	-
3	Supplying and filling in foundation, basement, etc with filling M-sand in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	310	Cu.m	-	-
4	Cement Concrete 1:5:10 (One Cement, Five 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	310	Cu.m	-	-
5	Supplying and filling with conveyed earth in layers of not exceeding 30cm thick, well rammed and consolidated including watering using power roller by hire basis etc.,The rate is conveyance charges, loading and unloading , refilling charges and hire charges for power roller machine etc., complete complying with standard specification and as directed by the departmental officers.	1,050	Cu.m	-	-
6	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 specifcation. (Payment for centering shall be given after the concrete is laid)	1,470	Sq.m	-	-
7Supplying 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)
7.01	For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.	5,780	Sq.m	-	-

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

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_559487.xls

BOQ Document • 0.33 MB

Work Item Documents

149987154.pdf

Tender Document • 0.07 MB

PQcondition-AshokNagar.pdf

Tender Document • 0.33 MB

PriceConditionAshokNagar.pdf

Tender Document • 0.43 MB

149987157.html

Tender Document • 0.06 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

KANTHAN ASSOCIATES

L1₹11.0 CrAccepted-Finance

RM Constructions

L2₹11.3 Cr+₹28.2 L (2.56%)Rejected-Finance

R K CONTRUCTIONS

L3₹11.6 Cr+₹64.0 L (5.83%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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.
1.01	Upto 2m depth	2,170	Cu.m	-	-
1.02	From 2-3m depth	475	Cu.m	-	-
2	Providing laying spreading and compacting grade stone aggregate to WET mix Macadam specication including premixing the meterial with water at OMC in mechical mix plant carriage of mixed material by tripper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc., complete as per clause 406 morth rev - 5 specification	285	Cu.m	-	-
3	Supplying and filling in foundation, basement, etc with filling M-sand in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	310	Cu.m	-	-
4	Cement Concrete 1:5:10 (One Cement, Five 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	310	Cu.m	-	-
5	Supplying and filling with conveyed earth in layers of not exceeding 30cm thick, well rammed and consolidated including watering using power roller by hire basis etc.,The rate is conveyance charges, loading and unloading , refilling charges and hire charges for power roller machine etc., complete complying with standard specification and as directed by the departmental officers.	1,050	Cu.m	-	-
6	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 specifcation. (Payment for centering shall be given after the concrete is laid)	1,470	Sq.m	-	-
7Supplying 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)
7.01	For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.	5,780	Sq.m	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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.

1.01

Upto 2m depth

2,170

Cu.m

1.02

From 2-3m depth

475

Cu.m

Providing laying spreading and compacting grade stone aggregate to WET mix Macadam specication including premixing the meterial with water at OMC in mechical mix plant carriage of mixed material by tripper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc., complete as per clause 406 morth rev - 5 specification

285

Cu.m

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

310

Cu.m

Cement Concrete 1:5:10 (One Cement, Five 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

310

Cu.m

Supplying and filling with conveyed earth in layers of not exceeding 30cm thick, well rammed and consolidated including watering using power roller by hire basis etc.,The rate is conveyance charges, loading and unloading , refilling charges and hire charges for power roller machine etc., complete complying with standard specification and as directed by the departmental officers.

1,050

Cu.m

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 specifcation. (Payment for centering shall be given after the concrete is laid)

1,470

Sq.m

7Supplying 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)

7.01

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

5,780

Sq.m