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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
20 Jan 2021, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
Package No.01/2020-21 Construction of Retaining Wall Numbers of works 3 in Ayothiayapttinam Block Salem District Pooled Assigned Revenue -2014-15.
2021_RDTN_191413_1
Roc.No.174/2021/A4
Open Tender
Civil Works - Others
Item Wise
90 days
DRDA
As per tender schedule
3 documents required · 3 mandatory
₹0
₹90,000
DRDA, SALEM
22 Jan 2021
13 Jan 2021
20 Jan 2021
13 Jan 2021
20 Jan 2021
14 Jan 2021
18 Jan 2021
Amount
1.) Construction of Retaining Wall from Valuthu to Pelapady road Km 1/6
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Refilling the basement with excavated earth including all labour charges for filling etc.complete,
Provision for Seepage PVC Pipe etc.complete,
2.) Construction of Retaining Wall from Valuthu to Pelapady road Km 2/4
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Refilling the basement with excavated earth including all labour charges for filling etc.complete,
Provision for Seepage PVC Pipe etc.complete,
3.) Construction of Retaining Wall from Valuthu to Pelapady road Km 2/5
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. (Culvert)
Cement Concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes Below Sill Level
Cement Concrete 1:3:6 (one cement three sand and six hard broken stone) using 40 mm ISS HBG stone jelly for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with standard specification and as directed by the departmental Officers etc ., complete
Refilling the basement with excavated earth including all labour charges for filling etc.complete,
Provision for Seepage PVC Pipe etc.complete,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
N.Dhanasekaran
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