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Construction of Arulmigu Kapaleeswarar Arts and Science college Phase-2 Belongs to Arulmigu Kapaleeswarar Temple, Mylapore ,Chennai-04

Hindu Religious and Charitable Endowments

Kolathur | Chennai, Tamil Nadu

Amount: ₹26.3 CrCloses: 6 Oct 2026

Timeline

Published5 Sept 2026
Closes6 Oct 2026
Bid Opening6 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 17 Sept 2026

Tender Value

₹26.3 Cr

EMD Value

₹13.3 L

Closing Date

6 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

JC/EO

Address

Arulmigu Kapaleeswarar Temple, Mylapore

Work Description

Construction of Arulmigu Kapaleeswarar Arts and Science college Phase-2 Belongs to Arulmigu Kapaleeswarar Temple, Mylapore ,Chennai-04

Tender Information

Tender ID

2026_HRCE_701460_1

Reference Number

02/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

548 days

Location

Kolathur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEligibility and Registartion,Encumbrance Certificate (.pdf)

RequiredRevenue Solvency Certificate,Income Tax and GST (Goods and Service Tax, Annual Financial Turnover (.pdf)

RequiredShare Capital,Working Capital value,Year (.pdf)

RequiredMajor works, Experience,Self Certification of site by tenderer,Equipment Details (.pdf)

RequiredAffidavit and Undertaking Forms (.pdf)

RequiredSigned Copy of Tender Documents (.pdf)

RequiredTechnical Personnal (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹13.3 L

Important Dates

Last Activity

5 Sept 2026

Published

5 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

5 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

5 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (374 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Installation of vertical cast in situ bored piles using reinforced cement concrete Design Mix M30 Grade using 20 mm gauge hard broken stone jelly by settinng the bored cast in situ pile equipments with all accessories and tools at each locations based on the sequence of operations as directed by the departmental officer,boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified, by Direct Mud Circulation Method (using bentonite clay of required density) inclusive of pile accessories, temporary casing pipe,bentonite solution of 10% of concrete with required density, mobilisation, transferring, instalation of pile driving accessories from one location to other location another,pile concreting inside of drime method pipe fitting, including removal of mud and slurry away from the scheme site, including dismantling excess concrete but excluding the cost of steel and fabrication reinforcement grills but including Bentonite solution machinery charges labour charges etc., all complete, complying with relevent standard specification and as dircted by the departmental officers. (pile shall be measured from the top of the shoe to the bottom of the pile cap) Design Mix M30 Grade concrete should be prepared with ordinary Portland Cement with water cement ratio not exceeding 0.45 including the use of Plasticizer of required Grade and Hard Granite Stone Jelly of 20mm size and downgraded as per requirement.a) conducting routine pile test for one and half times the safe load for every 1 in 100 piles, as per IS code and as directed by the Departmental Officers (Cost not included)
1.01	600mm dia of pile	3,090	RM	-	-
2	Providing cast in situ bulb under reamed 300mm dia pile foundation and Cement concrete M25 using 20mm hard granite stone jelly.& below grade, including labour charges and hire charges for equipment s etc., with finishing neatly etc,. complete complying with standard specification and as directed by the departmental officers at site of work.	84	RM	-	-
3Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering, mobilization of equipments, etc. and also necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap.
3.01	600mm dia of pile 910 KN safe load	186	Ton	-	-
4Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices structural frame work plot form, kent ledges etc, as required and as directed by the departmental officers etc., complete complying with standard specification and as directed by the departmental officers.
4.01	600mm dia of pile 910 KN safe load	186.2	Ton	-	-
5Earth 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.
5.01	0 to 2m depth.	2,033.5	Cum	-	-
6	Supplying and filling in foundation, basement, etc with filling M sand 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.	562	Cum	-	-

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

NIT Documents

Tendernotice_1.pdf

PDF • 5.01 MB

Tendernotice_2.pdf

PDF • 5.74 MB

Work Item Documents

PQbidtenderdocuments.pdf

Tender Documents • 0.17 MB

TenderConditionTwocover.pdf

Tender Documents • 0.80 MB

drawing.pdf

Tender Documents • 5.57 MB

BOQ_843194.xls

BOQ • 0.48 MB

Corrigendum Documents

Corrigandum.pdf

PDF • 0.19 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Installation of vertical cast in situ bored piles using reinforced cement concrete Design Mix M30 Grade using 20 mm gauge hard broken stone jelly by settinng the bored cast in situ pile equipments with all accessories and tools at each locations based on the sequence of operations as directed by the departmental officer,boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified, by Direct Mud Circulation Method (using bentonite clay of required density) inclusive of pile accessories, temporary casing pipe,bentonite solution of 10% of concrete with required density, mobilisation, transferring, instalation of pile driving accessories from one location to other location another,pile concreting inside of drime method pipe fitting, including removal of mud and slurry away from the scheme site, including dismantling excess concrete but excluding the cost of steel and fabrication reinforcement grills but including Bentonite solution machinery charges labour charges etc., all complete, complying with relevent standard specification and as dircted by the departmental officers. (pile shall be measured from the top of the shoe to the bottom of the pile cap) Design Mix M30 Grade concrete should be prepared with ordinary Portland Cement with water cement ratio not exceeding 0.45 including the use of Plasticizer of required Grade and Hard Granite Stone Jelly of 20mm size and downgraded as per requirement.a) conducting routine pile test for one and half times the safe load for every 1 in 100 piles, as per IS code and as directed by the Departmental Officers (Cost not included)
1.01	600mm dia of pile	3,090	RM	-	-
2	Providing cast in situ bulb under reamed 300mm dia pile foundation and Cement concrete M25 using 20mm hard granite stone jelly.& below grade, including labour charges and hire charges for equipment s etc., with finishing neatly etc,. complete complying with standard specification and as directed by the departmental officers at site of work.	84	RM	-	-
3Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering, mobilization of equipments, etc. and also necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap.
3.01	600mm dia of pile 910 KN safe load	186	Ton	-	-
4Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices structural frame work plot form, kent ledges etc, as required and as directed by the departmental officers etc., complete complying with standard specification and as directed by the departmental officers.
4.01	600mm dia of pile 910 KN safe load	186.2	Ton	-	-
5Earth 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.
5.01	0 to 2m depth.	2,033.5	Cum	-	-
6	Supplying and filling in foundation, basement, etc with filling M sand 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.	562	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Installation of vertical cast in situ bored piles using reinforced cement concrete Design Mix M30 Grade using 20 mm gauge hard broken stone jelly by settinng the bored cast in situ pile equipments with all accessories and tools at each locations based on the sequence of operations as directed by the departmental officer,boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified, by Direct Mud Circulation Method (using bentonite clay of required density) inclusive of pile accessories, temporary casing pipe,bentonite solution of 10% of concrete with required density, mobilisation, transferring, instalation of pile driving accessories from one location to other location another,pile concreting inside of drime method pipe fitting, including removal of mud and slurry away from the scheme site, including dismantling excess concrete but excluding the cost of steel and fabrication reinforcement grills but including Bentonite solution machinery charges labour charges etc., all complete, complying with relevent standard specification and as dircted by the departmental officers. (pile shall be measured from the top of the shoe to the bottom of the pile cap) Design Mix M30 Grade concrete should be prepared with ordinary Portland Cement with water cement ratio not exceeding 0.45 including the use of Plasticizer of required Grade and Hard Granite Stone Jelly of 20mm size and downgraded as per requirement.a) conducting routine pile test for one and half times the safe load for every 1 in 100 piles, as per IS code and as directed by the Departmental Officers (Cost not included)

1.01

600mm dia of pile

3,090

Providing cast in situ bulb under reamed 300mm dia pile foundation and Cement concrete M25 using 20mm hard granite stone jelly.& below grade, including labour charges and hire charges for equipment s etc., with finishing neatly etc,. complete complying with standard specification and as directed by the departmental officers at site of work.

3Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering, mobilization of equipments, etc. and also necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap.

3.01

600mm dia of pile 910 KN safe load

186

Ton

4Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices structural frame work plot form, kent ledges etc, as required and as directed by the departmental officers etc., complete complying with standard specification and as directed by the departmental officers.

4.01

600mm dia of pile 910 KN safe load

186.2

Ton

5Earth 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.

5.01

0 to 2m depth.

2,033.5

Cum

Supplying and filling in foundation, basement, etc with filling M sand 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.

562

Cum