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Tender Value
₹75 L
EMD Value
₹75,000
Closing Date
2 Sept 2026, 3:00 pm6d left
The Project Director, DRDA, Tiiruvannamalai
DRDA, Collectorate, Vengikkal, Tiruvannamalai
Renovation of Existing Chief Minister Mini Stadium at Arni Block of Tiruvannamalai District Package No.TVM/2026-27/01 under SDAT - Renovation of Existing Chief Minister Mini Stadium
2026_RDTN_695105_1
No. A13/930/2026 Date.05.08.2026 01
Open Tender
Civil Works - Buildings
Lump-sum
120 days
Arni
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹75,000
18 Aug 2026
18 Aug 2026
2 Sept 2026
18 Aug 2026
2 Sept 2026
18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Gallery building repair work | |||||
| 1.01 | 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. | 16.99 | Cu.m | - | - |
| 1.02 | Supplying and filling in foundation, basement, etc with filling Stone dust 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. | 31.76 | Cu.m | - | - |
| 1.03 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1.68 | Cu.m | - | - |
| 1.04 | Refilling with excavated earth other than 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 | 18.69 | Cu.m | - | - |
| 1.05 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 10.03 | Cu.m | - | - |
| 1.06 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 19.71 | Cu.m | - | - |
| 1.07 | Brick work in following Cement Mortar 1:5, using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9" x 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specifiction. For Foundation and Basement | 22.1 | Cu.m | - | - |
| 1.08 | Brick partition walls of 11.50cm thickness using best quality II Class Ground Chamber Burnt Bricks of size 9" x 4-3/8" x 2-3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) For Superstructure in Ground Floor - 11.50 Cm thick | 8 | Sq.m | - | - |
| 1.09 | Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) | 208.05 | Sq.m | - | - |
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