Junction Box Sample Clauses

Junction Box. ▇▇▇ ▇▇▇▇▇▇▇ 1000-00130 1 1 2 IFCC Dose Stif Board 010615 1 1 1 Transition Module 010817 1 Heat Exchanger Filter-Affinity 5" 019405 5 5 5 Screen Strainer 019406 5 5 5

Junction Box. Current: Danisense DS2000ICLA IPN= 2 000 A ISN= 1,33 A KN = 1 : 1 500 Voltage: HILO Test HVT 80 RCR VPN= 60 000 V VSN= 12 V KN = 5 000 : 1 1 % Primary side Current: < 126 A Voltage: 20 000 V Phases: 3 Current: < 4 000 A Voltage: 630 V Phases: 2x3 Figure 11: Equivalent circuit diagram of the test set-up and overview of the measuring points including required measuring devices at FhG IWES in Bremerhaven, Germany. During the test campaign, numerous tests have been carried out serving various purposes. Because the measurement range of the Torque transducer is smaller than the rated torque of the turbine under test, all the tests were carried out in the under rated range of the turbine. Two tests were conducted and evaluated to demonstrate the method of efficiency determination. In both tests, the torque is held stable around the 5 MN m level to utilise the maximum capacity of the transducer. In the first test, the rotating speed follows an operational curve in a step manner upwards, while in the second test the rotating speed was kept constant to check the long-term behaviour of the turbine. For each test, the mechanical input power and the electrical output power were calculated for the determination of the efficiency. The results show that an overall uncertainty level of 0.7 % is achievable for the efficiency determination with the torque measurement up to 5 MN m. As expected, torque measurement has contributed the largest part of the uncertainty. Surprisingly, the electrical power measurement has also contributed a large part to the uncertainty. This points out the fact that electrical power measurement needs equal care like the mechanical power, although it is generally considered as much more accurate than the latter. The speed measurement based on the inclinometer has shown very good results. To achieve a stable efficiency, the measurement of at least six full revolutions has been averaged, which results in almost negligible contributions in the overall uncertainty. Error! Reference source not found.Error! Reference source not found.Summary In alignment with Objective 4 – the development of a good practice guide for traceable efficiency determination on test benches with a target uncertainty of 1% – this project has successfully validated the efficiency determination procedure on diverse test benches. These include the 10 MW nacelle test bench and the generator test bench HiL-GridCoP at Fraunhofer IWES, Germany, as well as the 4 MW nacelle test bench at ...

Junction Box. WHAT IS NOT COVERED: CANCELLATION

Junction Box. Junction box shall be as per BOQ

Junction Box. If necessary, TrackMan and the Licensee must work together to establish a suitable location for TrackMan’s (“Junction Box”) and the licensee is responsible for providing power and communication lines for the Junction box.

Junction Box. E-1079 Supply, installation and commissioning of junction box for incoming and out going Computer cables,all necessary accessories complete in all respects. Sft 1 2,100 Total B(Non-Schedule Items)= Total (A+B)= MRS, 2nd BI-ANNUAL-2018 (1st July-2018 to 31st December-2018) DISTRICT OKARA SCHEDULE ITEMS-A Earth Work 1 CH:3/47(a) Jungle clearance and removing within 100 ft. (30 m).a) light 1000 Sft 3,100.00 152.35 2 CH:3/21(b) Excavation in foundation of building and other sructures, including debelling,dressing,refilling around structure with excavated eart,watering and ramming lead upto one chain 100ft and lift upto 5 ▇▇.▇▇ ordinary soil. 1000 Cft 1,479.75 6,434.20 3 CH:3/15(i)(ii) Filling, watering and ramming earth under floors: i) with surplus earth from foundation, etc. 1000 Cft 986.50 3,083.00 ii) with new earth excavated from outside,lead upto 5 Mile.(as per actual borrow pit lead) 1000 Cft 7,181.67 12,299.60 BILL OF QUANTITIES CIVIL WORKS Anti-Termite 4 CH:25/42 Spraying anti-termite liquid mixed with water in the ratio of 1:40. 100 Sft 2,331.25 224.80 5 CH:6/5 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (i) Ratio 1: 4: 8 100 Cft 655.50 13,002.75 Plain and Reinforement Concrete 6 CH:6/5 Cement concrete plain including placing, compacting , finishing and curing complete (including screening and washing of stone aggregate) (i) Ratio 1: 4: 8 (Under Footing) 100 Cft 7.50 17,919.25 (a) with one coat of bitumen and one coat of polythene sheet ii) 2" thick (50 mm) 100 Sft 273.19 5,293.45 11 CH:6/35(a) Providing and laying vertical damp proof course with cement sand plaster and bitumen coating (a) with one coat of bitumen and one coat of polythene sheet ii) Ratio 1:3 b) ¾ " thick (20 mm) 100 Cft 522.50 3,424.15 Brick Work 12 CH:7/-4i Pacca brick work in foundation and plinth in:- Cement, sand mortar:-Ratio 1:6 100 Cft 1,436.27 17,558.45 GROUND FLOOR 14 CH:7/5i Pacca brick work in ground floor :-Ratio 1:4 100 Cft 368.06 19,734.60 Flooring 15 CH:7/30 Supplying and filling sand under floor; or plugging in ▇▇▇▇▇ 100 Cft 893.80 1,693.90 16 CH:10/3 Providing, laying, watering and ramming brick ballast 1½ to 2"(40 mm to 50 mm) gauge mixed with 25 % sand, for floor foundation, complete in all respects 100 Cft 893.80 4,300.30 17 CH:10/22 2"(50 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1½...

Junction Box. E-1079 Supply, installation and commissioning of junction box for incoming and out going Computer cables,all necessary accessories complete in all respects. Sft 3 2,100 7 Public Adress System Wiring Point Appendix ' c' Page Wiring of Each P.A Points, wired with PA Speaker Cable, 2 x 1.23mm, Bare CU Type, Each 950 80 No-9 manufactured by Ventilux Inc,, complete in all respects and ready for connections with P.A devices. Appendix ' c' Page No-10 Supply and installation of Wall Speaker with 5W~15W selection mode. Make TOA. Each 12 18139 Appendix ' c' Page No-11 Supply and installation of Goosenect Dynamic Microphone. Make TOA. Each 1 20170 Appendix ' c' Page No-12 Supply and installation of Amplifer - 240 ▇▇▇▇▇ with 3 Mic Input and 2x AUX input. Make TOA. Each 1 95078 Total B(Non-Schedule Items)= Total (A+B)= (a) (i) Reinforced cement concrete slabs, beams, girders, Lintels and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects;- FIRST FLOOR Type B (Ratio 1: 1½: 3)(Column) Per/ Cft 132.99 414.90 Type C (Ratio 1: 2: 4)(Lintel) Per/ Cft 3.75 384.75 Type C (Ratio 1: 2: 4)(Beam) Per/ Cft 82.75 384.75 Type C (Ratio 1: 2: 4)(Slab) Per/ Cft 174.75 384.75 SECOND FLOOR Type B (Ratio 1: 1½: 3)(Column) Per/ Cft 123.75 437.75 Type C (Ratio 1: 2: 4)(Beam) Per/ Cft 46.75 407.60 Type C (Ratio 1: 2: 4)(Slab) Per/ Cft 81.61 407.60 Steel Reinforcement 2 CH:6/9 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement ( also includes removal of rust from bars) (ii) Deformed bar (Grade 60) 100Kg 1,531.04 13,223.50 Brick Work FISRT FLOOR