Raising and extension of platform and other divyangjan amenities at japla station.

width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. 2.36 500.00 cum 93.05 46525.00 12.00 52108.00

completely as directed by Engineer-in-charge. 4.1.5 1220.00 cum 7294.70 8899534.00 12.00 9967478.08 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 5.2.2 35.00 cum 10852.95 379853.25 12.00 425435.64 Description:- REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string

five level, excluding cost of centering, shuttering, finishing and reinforcement : // 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.3 35.00 cum 7878.50 275747.50 12.00 308837.20 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 5.22A.6 15000.00 Kg 107.85 1617750.00 12.00 1811880.00 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 10.25.2 20000.00 Kg 172.60 3452000.00 12.00 3866240.00 Description:- STEEL WORK // General // Steel work welded in built up sections/ framed work,

using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10.16.2 2000.00 Kg 206.35 412700.00 12.00 462224.00 Description:- STEEL WORK // General // Steel work in built up tubular (round, square or

a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished seamless type tubes 5.3 20.00 cum 11505.50 230110.00 12.00 257723.20 Description:- REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies,

up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 12.5.1 460.00 Metre 1863.90 857394.00 12.00 960281.28

sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : // 1.60 mm thick with zinc coating not less than 350 gm/m2 5.9.1 1000.00 Sqm 392.15 392150.00 12.00 439208.00

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 13.48.1 2000.00 Sqm 193.70 387400.00 12.00 433888.00 Description:- FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint

coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 10.29.2 40.00 Sqm 1133.55 45342.00 12.00 50783.04

clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. // Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 10.5.1 110.00 Sqm 5804.35 638478.50 12.00 715095.92 Description:- STEEL WORK // General // Providing and fixing 1 mm thick M.S. sheet door with

necessary fittings complete, including applying a priming coat of approved steel primer. // Using M.S. angels 40x40x6 mm for diagonal braces 5.12 15.00 cum 10585.90 158788.50 12.00 177843.12 Description:- REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string

of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10.28 3000.00 Kg 772.40 2317200.00 12.00 2595264.00 Description:- STEEL WORK // General // Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and

fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.20.1 1150.00 Sqm 1402.00 1612300.00 12.00 1805776.00 Description:- FLOORING // TILE FLOORING // Chequered precast cement concrete tiles 22 mm

shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). // Light shade pigment using white cement 10.2 200.00 Kg 133.70 26740.00 12.00 29948.80 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY

sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 15.2.1 400.00 cum 2434.25 973700.00 12.00 1090544.00

manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 8.2.2.1 75.00 Sqm 5413.50 406012.50 12.00 454734.00 Description:- CLADDING WORK // General // Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,

over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels // Granite stone slab colour black, Cherry/Ruby red // Area of slab upto 0.50 sqm 8.3.2 300.00 Metre 510.95 153285.00 12.00 171679.20

stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. // Granite work 13.63.1 500.00 Sqm 146.80 73400.00 12.00 82208.00

brand and manufacture to give an even shade . // Two or more coats on new work 2.25A 4500.00 cum 700.50 3152250.00 12.00 3530520.00

royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 6.1.1 35.00 cum 7370.65 257972.75 12.00 288929.48

modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:4 (1 cement :

// 1:4 (1 cement: 4 coarse sand) 16.90 300.00 Sqm 2017.60 605280.00 12.00 677913.60 Description:- ROAD WORK // MISCELLANEOUS // Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than

such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 2.27 60.00 cum 2123.75 127425.00 12.00 142716.00

including watering, ramming, consolidating and dressing complete. 11.2 2700.00 Sqm 792.05 2138535.00 12.00 2395159.20

class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 2.32 1000.00 Sqm 8.95 8950.00 12.00 10024.00

distance of 50 m outside the periphery of the area cleared. 5.9.5 25.00 Sqm 736.40 18410.00 12.00 20619.20

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.9.6 10.00 Sqm 961.30 9613.00 12.00 10766.56

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 13.62.1 750.00 Sqm 226.25 169687.50 12.00 190050.00 Description:- FINISHING // EXTERIOR FINISHING // Painting with synthetic enamel paint of

new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DDU DIVISION-ENGINEERING/EAST CENTRAL RLY 5.9.2 172.00 Sqm 842.50 144910.00 12.00 162299.20

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 5.9.3 40.00 Sqm 927.25 37090.00 12.00 41540.80

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 4.1.2 300.00 cum 8340.85 2502255.00 12.00 2802525.60 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources :

by mechanical means including stacking of steel bars and disposal of unserviceable material within

ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: // Asbestos Cement sheet 15.7.4 15.00 cum 2060.20 30903.00 12.00 34611.36

by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar 11.26.1 2000.00 Sqm 1948.25 3896500.00 12.00 4364080.00 Description:- FLOORING // KOTA STONE FLOORING // Kota stone slab flooring over 20 mm

shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : // 25 mm thick 18.17.1 5.00 Each 622.40 3112.00 12.00 3485.44

C.I. wheel of approved quality (screwed end) : // 25 mm nominal bore 18.15.1 15.00 Each 353.25 5298.75 12.00 5934.60

approved quality : // 15 mm nominal bore 18.9.8 250.00 Metre 2166.35 541587.50 12.00 606578.00 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl

brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 80 mm nominal dia Pipes 18.9.5 250.00 Metre 563.05 140762.50 12.00 157654.00 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl

brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work // 40 mm nominal dia Pipes 18.8.3 125.00 Metre 627.25 78406.25 12.00 87815.00 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain &

pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 25 mm nominal dia Pipes 18.8.1 100.00 Metre 497.80 49780.00 12.00 55753.60 Description:- WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain &

pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 15 mm nominal dia Pipes 17.77.1 25.00 Each 304.05 7601.25 12.00 8513.40 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY Description:- SANITARY INSTALLATIONS // General // Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of

4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. // Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) 17.28.1.1 4.00 Each 103.90 415.60 12.00 465.47

sink or wash basin including P.V.C. waste fittings complete. // Semi rigid pipe // 32 mm dia 17.7.1 4.00 Each 2648.85 10595.40 12.00 11866.85 Description:- SANITARY INSTALLATIONS // General // Providing and fixing wash basin with C.I.

painting of fittings and brackets, cutting and making good the walls wherever require: // White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 17.6.1 2.00 Each 9256.45 18512.90 12.00 20734.45 Description:- SANITARY INSTALLATIONS // General // Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C.

with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : // Single squatting plate with 5 litre P.V.C. automatic flushing cistern 17.4.1 4.00 Each 6258.75 25035.00 12.00 28039.20 Description:- SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm

with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : // One urinal basin with 5 litre white P.V.C. automatic flushing cistern 17.2.1 2.00 Each 6515.55 13031.10 12.00 14594.83 Description:- SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china

flushing cistern, including flush pipe, with 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 : // W.C. pan with ISI marked white solid plastic seat and lid 17.1.1 4.00 Each 6767.40 27069.60 12.00 30317.95 Description:- SANITARY INSTALLATIONS // General // 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.

: 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 16.60.1 25.00 Sqm 5879.90 146997.50 12.00 164637.20 Description:- ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-

by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to

suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage 16.91.2 225.00 Sqm 1091.50 245587.50 12.00 275058.00 54 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY 54 Description:- ROAD WORK // MISCELLANEOUS // Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. // 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 16.81 100.00 Metre 3439.50 343950.00 12.00 385224.00 Description:- ROAD WORK // MISCELLANEOUS // Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall

fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. 16.75 399.00 cum 9823.80 3919696.20 12.00 4390059.74 Description:- ROAD WORK // MISCELLANEOUS // Providing and laying C.C. pavement of mix M-25

with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). 16.79 1110.50 cum 2914.30 3236330.15 12.00 3624689.77 Description:- ROAD WORK // MISCELLANEOUS // Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification

with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 26.74.1 50.00 cum 20928.70 1046435.00 12.00 1172007.20 Description:- NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled

moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in- Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). // Concrete grade M-35 (Cement content 370 kgs) 23.2.1.3 135.00 Metre 1238.50 167197.50 12.00 187261.20 Description:- RAIN WATER HARVESTING & TUBEWELLS // General // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), 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. // All types of soil // 400 mm dia 23.3.3 110.00 Metre 1113.35 122468.50 12.00 137164.72 Description:- RAIN WATER HARVESTING & TUBEWELLS // General // Supplying, assembling,

of required dia, 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. // 200 mm nominal size dia 23.4.3 24.00 Metre 1255.70 30136.80 12.00 33753.22 61 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY 61 Description:- RAIN WATER HARVESTING & TUBEWELLS // General // Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. // 200 mm nominal size dia 23.8 25.00 cum 2024.50 50612.50 12.00 56686.00 Description:- RAIN WATER HARVESTING & TUBEWELLS // General // Gravel packing in tubewell

required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. 23.14.3 2.00 Each 2293.65 4587.30 12.00 5137.78

clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. // 200 mm clamp 23.15.3 2.00 Each 357.60 715.20 12.00 801.02

plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). // 200 mm dia S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () BI- Item of Schedule-BI 157090.00 Below/P ar

Description:- Assembling and erecting pre-fabricated structures, such as columns, beams, girders,

bolting, riveting or welding as per approved drawing or as directed by Engineer In-charge. Rate shall include cost of labour, materials, tools & plants and only pre-fabricated structural elements shall be given by Railway. (Work not requiring traffic or power block).