Construction of Sivan Sannathi
Arulmigu Nattarayaswamy Temple · Tiruppur, Tamil Nadu · Civil Works & Infrastructure · open
Key facts
- EMD: ₹11K
- Published: 22 Oct 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 03:40 UTC
- Ministry: Government of Tamil Nadu
- Department: Hindu Religious and Charitable Endowments Department
- Office: Executive Officer, Maanthapuram, Mettupalayam Village, Kangayam Taluk, Tiruppur District
Description
Construction of Sivan Sannathi at Arulmigu Nattaryaswamy Thirukovil, Mettupalayam, Vellakovil, Kangayam Taluk, Tiruppur District. The work includes civil construction and temple architectural works. EMD of Rs. 10,760 is payable online. The tender document states submission by 04.11.2026 at 10:00 am and opening from 11:30 am that day; portal metadata lists different bid end and opening dates.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Income tax verification certificate, Chartered Accountant annual turnover certificate with UDIN
- Documents required: Proof of registration as a civil construction contractor in PWD Class V and above at State Level with revised monetary limit, or registration in another Tamil Nadu Government department/organisation in the appropriate class, Documents specified in Schedule D in lieu of solvency, Income tax verification certificate, Chartered Accountant certificate of annual turnover with UDIN, Performance and experience certificates issued by the employer, with work value, agreement number and date, and department details, Self-certification of machinery, tools and other equipment available, Tender form duly completed, Particulars of the proposed Technical Assistant, including name, address and technical qualification, Digitally signed tender conditions, plans and schedules
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Commercial terms
- Bid type: Item Rate
- Evaluation: Lowest tender
- Make in India (MII): No
- MSE preference: No
Line items (29)
- Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. Data worked out for 64 m3 per day/8 hrs.up to 2.40m depth. — Qty: 33.66 m3
- Supplying and filling in foundation, basement, etc with filling 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. — Qty: 5.45 m3
- 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 including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means — Qty: 3.99 m3
- R.R.Masonry in Cement mortar 1 : 5 for Foundation and Basement (New stone) including simultaneously pointing above ground level with the same mortar, Cost of Mortar Plasticizer used etc.,complete complying with standard specification and as directed by the Departmental Officers. — Qty: 15.37 m3
- In foundation and basement — Qty: 2.04 m3
- Above GL — Qty: 1.83 m3
- up to plinth/basement level: — Qty: 2.45 QTL
- Ground floor — Qty: 2.29 Qtl
- 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, Sill slabs 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 with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm 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). — Qty: 3.72 m2
- Centering for plane RCC slab surfaces upto 3.60m height — Qty: 8.63 m2
- Centering for Beams — Qty: 5.15 m2
- Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. — Qty: 0.36 m3
- Finishing the top of roof with one course of machine pressed tiles of following size of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officersUsing pressed tiles of 2.30mm x 230 mm x 16 mm to 18 mm — Qty: 4.55 m2
- up to 15' ht. — Qty: 57.6 m2
- up to 25' ht. — Qty: 31.22 m2
- Kalkaram of Gopuram / vimanam — Qty: 325.71 cft
- Mahamandapam — Qty: 59.75 cft
- Vimanam / gopuram of height up to 15' 0" (Excluding Kalkaram) — Qty: 135.75 cft
- for kalkaram — Qty: 320.84 sqft
- for mahamandapam — Qty: 189.55 sqft
3 tender document(s) available — sign up to download.
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