Shifting of 05 nos. of Transformer TSU315KVA, 3.3 KV / 570V with all electrical equipments from VII Seam to VI Top seam for proposed depillaring CM Panel C1 and C2 at Bangwar UG Mine of Sohagpur Area .

Amount

Item Description/ Heading Part (A) labour CostAs per GMSR-2024

Transportation of Transformer with the electrical equipments from surface to u/g or shifting from one to another place in u/g or withdrawal u/g Surface with a lead of 1.00 Km. For each additional distance of 1.0 Km beyond 1.0 Km. original lead, there will be 15% enhance rate (i) 02 Nos. of Transformer, TSU 315KVA, 3.3KV/570V to be shifted from 25D/28L (VII seam) to 39L/ECD (VI Top seam) 25D/28L (VII Seam) TO MD3/28L (VII Seam) = 750M MD3/28L(VII Seam)TO MD3/14L(VII seam) = 350M MD3/14L(VI Top Seam)TO MD3/5L(VI Top seam) = 220M MD3/5L(VI Bottom Seam) TO MD3/30L(VI Bottom Seam)= 650M MD3/30L(VI Top Seam) TO 39L/ECD(VI TOP) = 200M Shown in Pink Colour on planTOTAL DISTANCE=2170M

02 Nos. of Transformer TSU 315KVA, 3.3KV/570V to be shifted from MD3/43L(VII seam) TO 39L/21R(VI Top seam) MD3/43L(VII SEAM) TO MD3/34L(VI TOP) =280M MD3/34L(VI TOP) TO MD3/39L(VI TOP) =150M 39L/MD3(VI TOP) TO 39L/21R(VI TOP) =610M Shown in Yellow Colour on plan TOTAL DISTANCE=1040M

01 Nos. of Transformer, TSU 315KVA, 3.3KV/570V to be shifted from MD3/26L (VII Seam) TO 53L-54L/33D(VI Top Seam) MD3/26L/(VII Seam) TO MD3/14L(VI Top Seam)= 300M MD3/14L(VI Top Seam) TO MD3/5L(VI Bottom) =220M MD3/5L(VI Bottom Seam) TO MD3/30L(VI Bottom)=650M MD3/30L(VI Bottom Seam) TO 39L/MD3(VI TOP) =220M 39L/MD3(VI TOP) TO 39L/21R(VI TOP) =610M 21D/39L(VI TOP) TO 21D/48L(VI TOP) =230M 48L/21D(VI TOP) TO 48L/31D(VI TOP) =270M 31D/48L(VI TOP)TO 31D/53L(VI TOP) =100M 53L/31D(VI TOP) TO 53L-54L/33D(VI TOP) C1 =75M Shown in Green Colour on plan TOTAL DISTANCE=2675M

Shifting of main ACB, coupled ACB with 100M armoured cable (50/70mm2) laying thereof with side support within the district/panel for a distance of 50m.

Cleaning/ removal of debris/stone from galleries and stacking within 50m distance UG SUB STATION:- (20.00 X 4.00 X 0.20)x 03 Nos. =48.00 m3

Centering, shuttering, finishing and reinforcement including cutting , bending, placing in position and binding and strutting, proping etc complete. UG SUB STATION:- (7.00 + 7.00 +2.00 +2.00) X 0.30=05.40m2 X 05 Nos.=27.00m2

Cement concrete/PCC (1:2:4) in foundation /plinth / flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials) UG SUB STATION:- Plate Form -(7.00 X 2.00 X 0.30)x 05 Nos. =21.00 m3

White washing in u/g with white lime to give an even shade on old work/new work UG SUB STATION:- sides- (20.00 x 2 x 3.35)=134.00m2 X 03 Nos.=402.00m2 Roof- 20.00 x 4.50 =90.00m2 X 03 Nos. =270.00m2 Total =672.00m2

Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.(Calculation sheet enclosed) Cement

20mm stone agregate

Transportation of all kind of building material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 2.0 Km or part there of and bringing the empty tubs to surface. (Calculation sheet enclosed) cement

20mm stone agregate

Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. (Calculation sheet enclosed) Cement

20mm stone agregate

Lead for transportation/carriage of all kinds building materials by manually in ug. 46.00m to 60.00m.

Part-B Material Cost supply and stacking of building materials Cement

20 mm Stone aggregate

Total impact of GST for the purpose of CTC