|
1 |
Supply installation testing of Current Transformer 33KV single phase Two core specified as directed |
Supply installation testing of Current Transformer 33KV single phase Outdoor Oil filled ratio 1507555A Two core one metering Burden 15VA Accuracy class 0.5 and one protection core Burden 3 |
2 |
set of 3 |
150 |
|
2 |
Supply installation testing of 33 KV single phase out door class 1 Burden 100VA as specified as directed |
Supply installation testing of 33 KV single phase out door oil cooled PT of ratio 33 KV rt 3 110 Vrt 3 accuracy class 1 Burden 100VA Insulation class 70170 KV voltage fector 1.2 cont and 1.5 for 30 |
1 |
set of 3 |
150 |
|
3 |
Supply and fixing of 33 kV disc type suspension insulator porcelainpolymer type 70 kN as specified as directed |
Supply and fixing of 33 kV disc type suspension insulator porcelainpolymer type 70 kN mechanical strength complete with cap and pin ball and socket type coupling suitable for 33 kV overhead line |
21 |
Each |
150 |
|
4 |
Supply and fixing of 33 kV post type insulator porcelain polymer brown glazed suitable for 33 kV overhead line as specified as directed |
Supply and fixing of 33 kV post type insulator porcelain polymer brown glazed suitable for 33 kV overhead line complete with GI pin lead thimble and all accessories conforming to IS 731 IS 2544 co |
25 |
Each |
150 |
|
5 |
Preparation of detailed layout drawing in AutoCAD and supply fabrication UV printing engraving and fixing of 33 kV as specified as directed |
Preparation of detailed layout drawing in AutoCAD and supply fabrication UV printing engraving and fixing of 33 kV Main Receiving Station Layout Powerhouse No 2 Layout and Powerhouse No 1 la |
3 |
Each |
150 |
|
6 |
M and L for filling and spreading aggregate stone using 40 mm grade trap stone aggregate |
M and L for filling and spreading aggregate stone using 40 mm grade trap stone aggregate around 4 pole 2 pole structure and transformer etc |
500 |
Cum |
150 |
|
7 |
M and L for surface excavation 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed |
M and L for surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed |
584 |
Sqm |
150 |
|
8 |
M and L 150 mm thick soiling or sub base with broken boulders or quarried stone interstices as specified and directed |
M and L 150 mm thick soiling or sub base with broken boulders or quarried stone interstices filled suface formed and rolled and consolidated to required gradient and camber all as specified and direc |
584 |
Sqm |
150 |
|
9 |
M and L for moorum red bajri filling in floors or pavings laid in layers n exc 15 cm thick spread levelled as specified and directed |
M and L for moorum red bajri filling in floors or pavings laid in layers n exc 15 cm thick spread levelled and rammed including watering complete all as specified and directed |
84 |
cum |
150 |
|
10 |
M and L for PCC 148 type D 2 40mm graded aggregate in foundations filling and mass concrete as specified and directed |
M and L for PCC 148 type D 2 40mm graded aggregate in foundations filling and mass concrete |
58 |
cum |
150 |
|
11 |
1 M and L for PCC 124 type B1 using 20mm grade aggregate as in for pole inclduing form work and finishing as specified and directed |
M and L for PCC 124 type B1 using 20mm grade aggregate as in coping for pole inclduing form work and finishing the surfaces even and smooth etc complete all as specified and directed |
58 |
cum |
150 |
Sign in with Google