control room - wescoodisha.com · the detail drawings & design has to be ... 11 kv cable trench...

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Signature of the bidder

Note: Drawing enclosed is indicative only. The detail drawings & design has to be

submitted as per the actual soil parameters for approval.

CONTROL ROOM

SUB-STATION WITH INDOOR C. R. PANEL (15000 mm x 8000 mm)

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BREAKER FOUNDATION DESIGN

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SIZE

VCB

Total Mtr.

Kg./mtr.

TOTAL in Kg.

A. 10 tor 2*8*1.8 = 28.8 0.630 18.144 B. 10 tor 2*13*1.1 = 28.6 0.630 18.018 C. 12 tor 2*10*1.8 = 36 0.888 31.968 D. 6 tor 2*7*1.38 = 19.32 0.222 4.289

72.41904 / 120

Hard Soil Wet Soil

BREAKER ROD DETAILS

ROD BINDING SCHEDULE REQUIREMENT OF RODS

EXCAVATION: 2.15*1.4*1.2 3.612 Cum. 12.481 PCC:1:4:8 2.15*1.4*0.075 0.226 Cum. 0.462 RCC:1:2:4 1.2*1.915*0.2 0.4596 Cum.

2*(1.0*0.5*1.4) 1.4 Cum. 1.8596 Cum. 2.421

EXCAVATION: 2.5 x 1.2 x 1.0 = 3 cum. PCC:1:4:8 2.5 x 1.2 x 0.075 = 0.225 cum. Brick ( 5.0 +1.5) x 1.3 x 0.25 = 2.11 cum. Sand 2 x 0.7 x 1.3 1.82 cum. RCC 2.5 x 1.2 x 0.15 = 0.45 cum. (0.2 x 0.2 x 1.3) x 4 = 0.21 cum Rod 10 tor 60 Kg.

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ISOLATOR FOUNDATION DESIGN (1 SET = 2 NOS./ISOLATOR)

CIVIL WORKS

Excavation 2.1 x 0.9 x1.250 x 2 4.725 PCC (1 : 4 : 8) 2.1 x 0.9 x 0.075 x 2 0.283

RCC 1.9 x 0.7 x 0.250 x 2 0.665 1.25 x 0.7 x 1.25 x 2 2.188

Total: 2.853

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LIST OF FOUNDATION BOILTS

2.5 mm x 700 mm foundation bolts 8 Nos. 2.730 Kg x 8 21.840 Kg Plate 75 x 12….8 Nos. 4.240 Kg. Sub-Total: 26.080 Kg. Nut Bolt washers 13.632 Kg. Total Wt. of members 268.813 Kg Grand Total: 308.525 Kg.

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RETAINING WALL WHERE EARTH FILLING 1 MTR.

Civil Works for 100 mtr.

1. Excavation 0.9 x 1.1 x 100 99 2. RRHG 0.4 x 2.2 x 100 88 ½ (0.4 x 2.2 x 100) 44

3. PCC 1:4:8 0.20 x 1.1 x100 22 PCC 1:2:4 0.05 x 0.4 x 100 2

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DRAIN per mtr.

1. Excavation 1.35*1.0*0.7 0.945 2. PCC (1:4:8) 1.35*1.0*0.1 0.135 3. PCC (1:2:4) 0.3*1.0*0.05 0.015 4. Brick Masonary a) 0.25*1.0*0.93 0.233 b) 1/2*0.15*0.07 0.005 0.25*1.0*0.7 0.175 Total: 0.413 cum. 5. Plastering (1:6) a) Top 0.275*1.0*2 0.55 b) Outside 1 0.93*1.0 0.93 c) Inside1 1.0*1.0 1.0 d) Outside 2 1.0*0.7 0.7 e) Inside2 1.0*0.7 0.7 Total: 3.88 sq mm

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RETAINING WALL WHERE EARTH FILLING IS LESS

THAN 1 METER

1 Excavation 1*1*0.8 0.8 2 PCC (1:4:8) 1*1*0.2 0.2 3 PCC (1:2:4) 1*0.4*0.05 0.02 4 RRHG

a) 0.6*0.6*1 0.36 b) 0.4*1*1 0.40 c) 1/2*0.2*1 0.10

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CONTROL CABLE TRENCH

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11 KV CABLE TRENCH

ABSTRACT FOR CABLE TRENCH

For 10 Mtrs. For 10 Mtrs. For 10 Mtrs.

1 Excavation 0.870*2.0*10 17.4 cum. 1.74 cum. 2 PCC 0.075*2.0*10 1.5 cum. 0.15 cum. 3 RCC (1:2:4)

(a) Base 1.8*0.1*10 1.8 cum. (b) Pillar 4*(0.25*1.02*0.25) 0.255 cum. (c) Over Brick work (top) 0.25*0.075*10 0.1875 cum. (d) Over Brick work (top)

on Pillar side

0.25*0.075*9 0.1688 cum. 0.241 cum.

4 Brick Masonary(1:5) (a) No pillar side 0.25*0.94*10 2.35 cum. (b) Pillar side 0.25*0.94*9 2.115 cum. 0.447 cum.

5 Plastering (1:6) Inside 2*10*1.02 20.4 cum. Outside 2*10*0.5 10 cum. 3.04 cum. 6 G.I. Flat 50 x 6 0.2*2*4 1.6 *2.4 Kg 0.384 Kg.

Abstract of ROD

Wt. 10% Extra 12 tor 19.68 mtr. 17.57 kg 19

8 tor 245 mtr. 95.55 Kg. 105 Kg. 6 tor 29.2 mtr. 6.424 Kg. 7 Kg. 131 Kg. 13.1 Kg.

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DESIGN OF SPIKES 1. G.I. Plate 325 mm x 325 mm x 6 mm (Wt. in Kg. = 5 Kg.)

2. Wt. of 2 No. plate = 2 x 5 Kg. = 10 Kg.

3. Wt. of 40 mm x 4 mm thickness x 3 mtr length GI Pile= 85 Kg.

4. Wt of support pipe 50 mm x 4.5 mm x 100 mm = 5 Kg. Total = 100 Kg.

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FOUNDATION FOR T1…… …. T5 COLUMNS

1. Excavation 2.15m x 2.15 m x 1.825 m = 8.436 cum 2. PCC (1:4:8) 2.15m x 2.15 m x 0.075 m = 0.3467 cum 3. RCC (1:2:4) (2 m x 2 m x 0.25 m) + (0.8 m x 0.8

m x 2.15 m)

2.376 cum

4. Base Plate 620 x 620 x12 mm GI 36 Kg. welded to column

5. Foundation Bolts-GI 32 mm x 1400 mm 8.834 Kg. 6. Rod a) 12 Tor 2.4 m x 12 No. =28.8 m x 0.888 Kg. 25.57 Kg 91.76 Kg. b) 10 Tor 2.0 m x 44 No. = 88 m x 0.63 55.44 Kg. 90 Kg. c) 6 mm 2.42 m x 20 no. = 48.4 m x 0.222

Kg. 10.74 Kg.

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FOUNDATION FOR 500 KVA 11 /0.4 KV DISTRIBUTION TRANSFORMER

ELEVATION PLAN

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DETAILS OF FOUNDATION FOR 3.15 MVA 33/11 KV POWER TRANSFORMER

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PLAN FOR BOUNDARY WALL

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PLAN FOR CONSTRUCTION OF TWO NOS. GATE PILLAR

WITH GRILL GATE

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FOUNDATION FOR R.S. JOIST POLE

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FOUNDATION FOR 9 METER 300 Kg. PSC POLE

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FOUNDATION FOR 8 METER 200 Kg. PSC POLE

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33 KV LINE CROSSING OF RAILWAY USING 3C X 300 SQ

MM XLPE CABLE ON DP STRUCTURE ON R.S. JOIST

control room - wescoodisha.com · the detail drawings & design has to be ... 11 kv cable trench...

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