Improvement of gate lodge, providing WC standard height gauge and repairs to road surface at LC No. 227, 231, 232, 234, 239, 241, 251, 256, 260, 261, 262, 263, 264, 273, 275, 283, 285, 300, 301, 307, 308, 310 on Itarsi-Jabalpur section under jurisdiction of Senior Divisional Engineer (South) Jabalpur.

1-Part A(i) - Improvement to LC under ADEN PPI section

2-Part B(i) - Improvement to LC under ADEN NU section

Item Breakup - 1-Part A(i) - Improvement to LC under ADEN PPI section

prepare the surface even and smooth complete. Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 39 13.61.1 Two or more coats on new work Sqm 41 131.45 5389.45 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 13.83 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 40 13.83.2 Two coats Sqm 113 121.55 13735.15 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 11 2007.1 22078.1 41 equivalent design mix) Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 42 15.7.4 In cement mortar cum 11 1698.45 18682.95 16.0 ROAD WORK Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion 16.31 pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.2 With medium setting bitumen emulsion 43 16.31.2.2 On bituminous surface @ 0.25kg/sqm Sqm 2250 10.85 24412.5 16.49S MISCELLANEOUS Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with 16.57 electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.57.1 40/50 mm compacted thickness with bitumen of cum 86 10870.75 934884.5 grade VG-30 @ 5.5% (percentage by weight of 44 total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm 16.70 including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 45 16.70.1 Made of G.I. wire of dia 4 mm Sqm 360 859.5 309420 17.0 SANITARY INSTALLATIONS Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.1 manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 5 5781.35 28906.75 46 size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.2 manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic Each 5 5540.55 27702.75 47 seat and lid 18.0 WATER SUPPLY JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc.- External work 48 18.12.1 15 mm dia nominal bore Metre 23 267.5 6152.5 49 18.12.2 20 mm dia nominal bore Metre 14 315.35 4414.9 50 18.12.3 25 mm dia nominal bore Metre 14 417.95 5851.3 51 18.12.6 50 mm dia nominal bore Metre 45 654.2 29439 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Litre 2250 9.7 21825 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking 52 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 53 19.1.3 200 mm diameter Metre 14 830.4 11625.6 54 19.1.5 300 mm diameter Metre 14 1774.5 24843 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover 19.4 with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with 19.6 stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 55 19.6.2 150 mm dia. R.C.C. pipe Metre 20 493.1 9862 56 19.6.4 300 mm dia. R.C.C. pipe Metre 20 902.05 18041 20.0 PILE WORK Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than 20.3 specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 57 20.3.1 300 mm dia piles Metre 68 2560.9 174141.2 Extra over single under ream for providing additional bulbs in under reamed piles, under 20.4 specified diameter(only the nos. of extra bulbs are to be paid) 58 20.4.1 300 mm dia piles Each 20 2182.6 43652 21.0 ALUMINIUM WORK JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with 21.1 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or Kg 225 433.95 97638.75 59 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or Kg 270 531.8 143586 60 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Total 8217812.70

Item Breakup - 2-Part B(i) - Improvement to LC under ADEN NU section

prepare the surface even and smooth complete. Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 28 13.60.1 Two or more coats on new work Sqm 371 137.85 51142.35 Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 29 13.61.1 Two or more coats on new work Sqm 1022 131.45 134341.9 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 30 16.3.2 63 mm to 45 mm size stone aggregate cum 243 1624.5 394753.5 31 16.3.3 53 mm to 22.4 mm size stone aggregate cum 243 1837.25 446451.75 32 16.3.10 Moorum cum 50 888.3 44415 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion 16.31 pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.1 With rapid setting bitumen emulsion 33 16.31.1.2 On bituminous surface @ 0.25kg/sqm Sqm 4851 7.9 38322.9 16.40S SEAL COAT JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 16.40 Providing and laying seal coat of premixed fine Sqm 2426 79.85 193716.1 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of 34 bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.49S MISCELLANEOUS Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required 16.55 grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge. 16.55.2 50 to 100 mm average compacted thickness cum 243 7678.1 1865778.3 with bitumen of grade VG-30 @ 3.50% 35 (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 17.0 SANITARY INSTALLATIONS Providing and fixing white vitreous china water 17.13 closet squatting pan (Indian type) : 36 17.13.2 Orissa pattern W.C. pan of size 580x440 mm Each 6 2758.2 16549.2 Providing and fixing white vitreous china wash 17.25 basin including making all connections but excluding the cost of fittings : 37 17.25.2 Flat back wash basin of size 550x400 mm Each 6 915.45 5492.7 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making 18.10 good the walls etc.-Internal work - Exposed on wall 38 18.10.3 25 mm dia nominal bore Metre 25 491.2 12280 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the 18.11 walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 39 18.11.1 15 mm dia nominal bore Metre 13 485.2 6307.6 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc.- External work 40 18.12.6 50 mm dia nominal bore Metre 76 654.2 49719.2 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15mm nominal bore, 86 mm long, weighing not Each 13 109.85 1428.05 41 less than 88 gms Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, weighing not Each 13 103.15 1340.95 42 less than 88 gms 20.0 PILE WORK JABALPUR DIVISION-ENGG/WEST CENTRAL RLY Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than 20.3 specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 43 20.3.1 300 mm dia piles Metre 101 2560.9 258650.9 Extra over single under ream for providing additional bulbs in under reamed piles, under 20.4 specified diameter(only the nos. of extra bulbs are to be paid) 44 20.4.1 300 mm dia piles Each 25 2182.6 54565 21.0 ALUMINIUM WORK Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with 21.1 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 2 1019.8 2039.6 45 (weight not less than 10kg/sqm) 21.17 Providing and fixing anodised aluminium grill Kg 14 560.85 7851.9 (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre 46 to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 23.0 RAIN WATER HARVESTING & TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.1 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. JABALPUR DIVISION-ENGG/WEST CENTRAL RLY 23.1.1 All types of soil 47 23.1.1.1 300 mm dia Metre 54 592.05 31970.7 23.1.2 Rocky strata including Boulders 48 23.1.2.1 300 mm dia Metre 54 1416.3 76480.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.2 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 49 23.3.2 150 mm nominal size dia Metre 108 668.5 72198 23.8 Gravel packing in tubewell construction in cum 7 1479.25 10354.75 accordance with IS: 4097, including providing 50 gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Total 11428477.65