Shifting of existing track line and existing haulage, construction of side drain all along man riding oute,construction of alighting station, cleaning of man riding roadway and white washing all along travelling road way and white washing Khairaha UG

Amount

Item Description/ Heading Part (A) labour Cost

Dismantling of haulage track line in ug from old section and stacking of useful materials within a distance of 50m

Establishing of haulage track ie in ug including carrying of rails and sleeper, laying and jointing of rails by fish plate with nut bolt and fitting with sleepers by don nailo with a lead if 50m

Filling packing of haulaage track line with unserviceable materials/ debris in a layer and consolidating of each layer by ramming lead up to 50m 1600X1.20X0.10= 192.00M3

Dismantling , transporting and installaion of direct haulag/ tugger haulage with all materials/ accessories (such as base drum,moto,gearbox, starter etc) including loading, transporting through hualeges pushing by manual from surface to ug up to destination and assemblig the same as pe instruction of EIC ( exclusive goundation grouting work)

Providing corrugated G.S. sheet roofing including vertical/ curved surace with polymer coated J or H hooks bolts and nuts 8mm diameter with bit G.I. limpet washers or with G.I. limper washer fitted with white lead and a coat of approved steel primer and two coats af approved paint on overlead sheets compete upto any pitch in horizontal /vertical or curved surgaces ) the cost of purlins ragters and trusses and including cutting to sixe and sheet

Labour cost rfor structual steel work in singel sectio fixed with or without connecting plate including cutting hoisting fixing in position and applying coat of approved steel primer all complete

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. N Size of Tile 60x60 cm

(General cleaning /house keeping not exceeding 5cm in depth including disposal of clrened muck/debris 800X3.00=2400 m2

Chiselling of soft stone and levelling at the site for drain 1630 mtrX0.60 X 0.50) = 489.00 m3 forboarding stn 09 nosX5.00X4.80 X 0.10) =21.60 m3 for alighting stn 05 nosX16.00X3.00 X 0.10) =24.00 m3 02nosX18.00X3.00 X 0.10) =10.80 m3 02nosX8.00X3.00 X 0.10) =4.80 m3 Total 76.32 M3

cutting of coal by using chisel/pick-axe For Duggi – 06Nos. x 0.30x0.30x0.50 =0.27 m3

PCC work (1:2:4) in foundation (excluding shuttering) For drain i) 1630 Mtr. x 0.60 x 0.10 =97.80 m3 i) 2x1630 Mtr. x 0.40 x 0.10 =130.40 m3 For Boarding Stn – 09Nos. x 5.00 x 4.80x0.10 =21.60 m3 For alighting stn.- 05Nos. x16x 3.00 x 0.40 = 96.00 m3 2 Nos.x18x 3.00 x 0.40 = 43.20 m3 2 Nos.x 8x 3.00 x 0.40 = 19.20 m3 SubTotal = 408.20 m3 For Boarding Stn – 2x09Nos. x 5.00 x 0.60x0.50 =27.00 m3 For Duggi – 06Nos. x 0.30x0.30x0.50 = 0.27 m3 SubTotal = 435.47 m3

Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. 1) For boarding Stn.a) 02nos.x2x0.50x0.60 =1.20m2 b) 02 Nos.x5.00x0.50 = 5.00m2 Total for o1 no………… = 6.20 m2 For 09 nos. boarding Stn. = 09 Nos. x 6.20 = 55.80 m2 2) For alighting stn.- a) 05Nos. x2(16.00 x 0.30) = 48.00 m2 b) 05Nos. x2(3.00 x 0.30) = 9.00 m2 c) 2Nos.x2(18x 0.30) = 21.60 m2 d) 2Nos.x2(3.00 x 0.30) = 3.60 m2 e) 2Nos.x2( 8x 0.30) = 9.60 m2 f) 2 Nos.x2(3.00 x 0.30) = 3.60 m2 SubTotal = 151.20 m2 For drain- 2 x 1630 x 0.40 = 1304.00 m2 Sub Total = 1455.20 m2

6 mm thick cement plaster/cement punning (1:4) to RCC/PCC work in u/g including curing etc Complete (exclusive cost of materials) 09 Nos.x 5.00x3.60 = 162.00 m2

Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m 1) Cement = 97.20 m3 2) Sand = 195.02 m3 3) Stone chips = 387.57 m3 4) GI Sheet = 0.16 m3 5) Tiles = 2.20 m3 6) Channel = 0.04 m3 Total = 682.19 m3

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 1.0 Km or part there of and bringing the empty tubs to surface (same as sl. No.05) =682.19 m3

Unloading of all kind of building materials from tubs at destination in u/g and stacking the same (same as sl. No.05) =682.19 m3

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

Stone chips(20mm)

Total impact of GST for the purpose of CTC

UDAY RAJ SINGH