Water Resources Department-WRD has published Tender For Shifting Of Existing Control Pannels For Lifting Of Gates From Steel Pylon Structure Of Opa Barrge To The Control Room Incl Commissioning Of The Generator At Opa Khandepar In Ponda Taluka. Submission Date for this Tender is 06-06-2023. Electric Generator Tenders in ponda Goa. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-May-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 01-06-2023 |
| 2 | 01-Jun-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 06-06-2023 |
| Sl. No. | Item Description |
| 1 | Supply Installation Testing and Commissioning of remote-controlled plc panel made of 16 swg CRCA powder coated sheet with suitable size for bridge operation including of 8 set of ON/OFF indication & push buttons L & T make. |
| 2 | Supply Installation Testing and Commissioning of junction box made of 16 swg CRCA powder coated sheet with suitable size & with 4 sq. mm connectors 30 nos. |
| 3 | Supply of 8 core 2.5 sq. mm armoured copper cable (Polycab/Panton/RR) |
| 4 | Supply of 4 core 2.5 sq. mm armoured copper cable |
| 5 | Supply of 16 core 2.5 sq. mm armored copper cable (Polycab/Panton/RR) |
| 6 | Supply of 16 core 2.5 sq. mm armoured copper cable |
| 7 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. e) 50mm outer dia. |
| 8 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kinds of soil |
| 9 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 10 | Supply & installation of encoder for gate position. |
| 11 | Supply & installation of 10 inch HMI screen |
| 12 | Supply & laying of 120 sq. mm 3.5 core alluminium armouredcable (underground) along with sand cushioning with screened sand bed of 20 mm thick, protective covering with bricks placed breadth-wise on top of cable all over the run (the bricik protection shall cover the cable and project atleast 5 cms over the sides of the cable) |
| 13 | Termination of 120 sq mm 3.5 core alluminium armouredcable with required lugs & gland. |
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