Bharat Coking Coal Limited Tender

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Bharat Coking Coal Limited - BCCL Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date9 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 6,10,251 
Notes
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Costs

Summary

Transportation Of 60lbs Track Line 300mt From D-17 Tg An Bg/8th Dip Junction To E-8 Tg/6th Dip Junction Of Xvi (b) Seam, Laying And Fitting (200mt) At 6th Rise From E-8 Bg ,etc In Xvi (b) Seam At Moonidih Colliery, W J Area

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Transportation of 300 nos of NG sleeper from DR-3 ROK 500 mh to E-8 TG/6t dip of XVI(B) seam. Nos of trolley required= 300/40= 7.5 say 8 trolley. Analysis: manshift required per two trolley= 6manshift (unskilled). Cost involve per trolley= 6/2 x Rs1316.6= Rs 3949.8

8

3949

31598.4

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Laying & fitting of (i)200m trackline of 60 lbs at 6th rise from E-8 BG in XVI (B) seam, (ii) 100m trackline of 60 lbs at E-8 face in XVI (B) seam. Analysis: for laying fitting of 60lbs tracklines= 6 manshift (unskilled) per 25m trackline. Cost involve per meter= 6 x Rs1316.60/25= Rs315.98/mt

300

315

94794

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Manual transportation and loading-unloading-placing of one Endless haulage complete set (1Baseframe- 6manshift, 1Cliffton pulley-6*2shift=12manshift, 2Pulley-6manshift, 3Resistance box-8manshift*2shift=16manshift, 2Starting switch & power cables-8manshift, etc) at D-17 TG & BG/7th dip & at E-8 TG/5th dip jn. Total nos of manshift required= 6+12+16+8=42 manshift. Cost involve per manshift=Rs1316.6

42

1316

55297.2

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Transportation of one Endless haulage complete set (1baseframe-2trolley,1 Cliffton pulley-1trolley, 2 Pulley-1 trolley, 3resistance box+2 Starting switch-2 trolley, power cables-1 trolley) from D-17 BG/7th dip to E-8 TG/5th dip jn. Total nos of trolley required for complete set= 8 trolley. Manshift required per trolley= 6manshift (unskilled). Cost involve per trolley= 6 xRs1316.6= Rs7899.6

8

7899

63196.8

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Cleaning of muck/debris required : i)for instalation of endless haulage at E-8 TG between 4th and 5th dip. = 10m x 3m x 0.5m= 15 m3. ii)for laying the 60lbs track in 6th rise from E-8 TG to E-9BG=10m x 2m x (1.2+1.8)=30.0m3 Total=45.00m3 Analysis: manual cleaning of 4m3 muck/debris 3 manshift unskilled required. Cost/m3= 3/4*Rs1316.6= Rs 987.45

45

987

44435.25

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Roof bolting for jaming baseframe & hanging the endless meterials=17+8=25no Analysis: For drilling 10 holes of 1.50m in stone/ shale=3.0 skilled Manshift required & for transporting bolting meterials(10nos) from surface to site & fixing the bearing plate=1 manshift (Unskilled ) required. Cost involved per bolt=(3.0 x 1384.60+ 1316.60)/10=Rs.547.04

25

547

13676

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concreting work for installation of endless haulage at E-8 TG between 4th & 5th dip. Volume of concreting = 3.5m x 3m x(0.2m+0.8m)/2= 5.25 m3

5.25

7365

38667.04

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Installation of endless haulage at E-8 TG between 4th and 5th dip. Required manshift for installation= 6 manshift x 6 shift= 36 manshift (skilled). Cost involve/manshift= Rs.1316.60

36

1316

47397.6

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Laying of 600m endless rope of dia 22mm at E-8 TG. Manshift required for laying= 10 manshift (unskilled) x 3 shift= 30 manshift. Cost involve/manshift= Rs1316.6

30

1316

39498

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CMPF, Pension and admin. Charge of Employee Un Skilled

426

251

107096.4

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CMPF, Pension and admin. Charge of Employee Skilled

8

264

2115.12

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Total impact of GST for the purpose of CTC

1

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