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Tender Value
Refer Docs
EMD Value
₹41,500
Closing Date
31 Aug 2026, 5:00 pm7d left
EXECUTIVE ENGINEER, TNWC
TAMILNADU WAREHOUSING CORPORATION, NO. 82, ANNA SALAI, GUINDY, CHENNAI 600 032.
Special Repairs to Godown No. 1 to 3, painting of walls inside and outside, servicing of rolling shutters, top and ventilators including painting, repairs to road and construction of static tank at Nallampalli Warehouse.
2026_TNWC_695044_1
2502/2026/C2
Open Tender
Civil Works
Lump-sum
120 days
Nallampalli Warehouse
As per tender document
7 documents required · 7 mandatory
₹0
₹41,500
18 Aug 2026
18 Aug 2026
1 Sept 2026
18 Aug 2026
31 Aug 2026
18 Aug 2026
18 Aug 2026 - 28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 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 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. | |||||
| 2Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 3Supplying and filling in foundation, basement, etc with filing crushed 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. | |||||
| 4Cement 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 | |||||
| 5Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by mechanical means | |||||
| 6Providing expansion joint at 5mtr intervals across the flooring by cutting the grooves 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealent and adding admixtures recron 3s for crackfree construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works, etc complete and as directed by the Engineer-Incharge. | |||||
| 7Providing two legged scaffolding using 13-15cm dia casuarinas post of 4m over all length (3m length + 0.5m projection + 0.5m into the ground) the distance between two rows being 1.5m and the spacing of the post being 2.0m in both rows with two horizontal posts with 0.5m.Overlap on either side and braces at 2.0m center to center including longitudinal and transverse middle braces to step and providing platform with country wood planks of 40mm thick and 1m width etc., complete complying with standard specification. | |||||
| 7.1 | Upto 8.00m height | - | RM | - | - |
| 7.2 | Upto 8.00m to 10.5m height | - | RM | - | - |
| 8Clean removal of Cement plaster from walls, depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.. | |||||
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