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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance 604 401 | TIRUVANNAMALAI | TAMIL NADU | 604401 | ₹1.3 Cr | L1 | Accepted-Finance L1 bidder |
| 2 | L2₹1.3 CrAccepted-Finance NO 109 BHARATHIYAR STREET KORUKKATHUR CHEYYAR TALUK TIRUVANNAMALAI DISTRICT 632 318 | RANIPET | TAMIL NADU | 632318 | ₹1.3 Cr | L2 | Accepted-Finance L2 bidder |
| Sl No | Description | Qty | Unit | B KATHIRAVAN H1 | P Anbazhagan H2 |
|---|---|---|---|---|---|
| 1.00 | Clearing light jungle and carefully away from site as directed etc. complete complying with standard specification and as directed by the departmental officers. (TNBP.Specification No. 16&18) | 720 | 1 M2 (One Square Metre) | 9 ₹6,480 | 7 ₹5,040 |
| 2.00 | Earth work excavation (for 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, 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.(TNBP. Specification.No : 23) | 2,500 | 1 M3 ( One Cubic Metre ) | 120 ₹3 L | 112 ₹2.8 L |
| 3.00 | Earthwork excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary, refilling the foundation with excavated earth and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. TNBP. Specification.No : 23 ) | 554 | 1 M3 ( One Cubic Metre ) | 245 ₹1.4 L | 239 ₹1.3 L |
| 4.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand ( M.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. (TNBP. Specification.No : 24&25 ) | 350 | 1 M3 ( One Cubic Metre ) | 1,900 ₹6.7 L | 1,871 ₹6.5 L |
| 5.00 | Cement Concrete 1:5:10 (One of Cement, Five of crushed stone sand and Ten of hard granite 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 and as directed by the departmental officers.(TNBP. Specification.No : 28 ) | 42 | 1 M3 ( One Cubic Metre ) | 5,600 ₹2.4 L | 5,517 ₹2.3 L |
| 6.00Supplying 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) (TNBP. Specification.No : similar to 72 & 86) | |||||
| 6.01 | A) For Upto basement Vertical Centering | 455 | 1 M2 (One Square Metre) | 720 ₹3.3 L | 714 ₹3.2 L |
| 6.02 | B)For Grade Beam Centering | 111 | 1 M2 (One Square Metre) | 950 ₹1.1 L | 942 ₹1.0 L |
| 6.03 | C)For Column Centering | 184 | 1 M2 (One Square Metre) | 1,150 ₹2.1 L | 1,100 ₹2.0 L |
| 7.00Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). (TNBP. Specification.No : 30) | |||||
Tender Value
₹1.3 Cr
EMD Value
₹75,000
Closing Date
13 Feb 2026, 12:30 pmClosed
Inspector Arulmigu Kailasanathar Thirukoil at Kad
Arulmigu Kailasanathar Thirukoil at Kaduganur Village in Cheyyar Taluk of Tiruvannamalai District
Repairs and Renovation of Thirukulam of Arulmigu Kailasanathar Thirukoil at Kaduganur Village in Cheyyar Taluk of Tiruvannamalai District
2026_HRCE_648404_1
14/2025-2026
Open Tender
Civil Works
275 days
Kaduganur Village in Cheyyar Taluk
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹75,000
13 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
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