Provision of 10 nos passenger lifts at SNT(04), DKAE(04) and KQU(02) in Howrah Division.

Schedule () A-Part-1: Lift for 05 nos (01 no at DKAE & 04 nos at SNT - total 05 nos) 4417981.27 (NS items incl. GST)

Description:- Decorative Aluminium Composite Cladding in lift at Station for Providing and fixing Aluminium Composite Panels having total thickness of 4mm (with 0.5mm thick aluminium foil skin

on Back coil (4-7 microns) fixed on aluminium substructure of 50mm x 25mm x 3mm or 38mm x 38mm X 4mm (IS Grade Aluminium Extrusion) with stainless steel fastening system of complete as per approved shop drawings and as per specifications (straight and curved). Only exposed surfaces to be measured and paid.

also in balcony wall with proper fixing arrangement on proper frame work. The frame work shall be paid separately. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit

Schedule () B-Part-1: Lift for 05 nos (01 no at DKAE & 04 nos at SNT - total 05 nos) 212406.69 (USSOR-20221 items incl. GST)

without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Description:- Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or

removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile.

3 HOWRAH DIVISION-ENGG/EASTERN RLY

labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

for Horse power of pump multiplied by pumping hours. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit

Schedule () C-Part-1: Lift for 05 nos (01 no at DKAE & 04 nos at SNT - total 05 nos) 11696232.57 (CPWD DSR 2023 items incl. GST) 2.6.1 507.00 cum 177.50 89992.50 (-) 10.00 80993.25 Description:- EARTH WORK // General // Earth work in excavation by mechanical means

as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil 2.27 51.00 cum 2123.75 108311.25 (-) 10.00 97480.13

including watering, ramming, consolidating and dressing complete. 2.28.1 120.00 Sqm 34.15 4098.00 (-) 10.00 3688.20

vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil 2.31 120.00 Sqm 17.60 2112.00 (-) 10.00 1900.80 Description:- EARTH WORK // General // Clearing jungle including uprooting of rank vegetation,

ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 4.1.2 75.00 cum 8340.85 625563.75 (-) 10.00 563007.38 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 :

4.1.5 18.00 cum 7294.70 131304.60 (-) 10.00 118174.14 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) 5.1.2 11.00 cum 9045.75 99503.25 (-) 10.00 89552.93 Description:- REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Providing and laying in

finishing and reinforcement - All work up to plinth level : // 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) 5.33.1.1 126.00 cum 9504.75 1197598.50 (-) 10.00 1077838.65 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 24.00 cum 9860.40 236649.60 (-) 10.00 212984.64 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per

impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum HOWRAH DIVISION-ENGG/EASTERN RLY 5.12 11.00 cum 10585.90 116444.90 (-) 10.00 104800.41 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). 5.22.6 12174.00 Kg 107.85 1312965.90 (-) 10.00 1181669.31 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22A.6 1514.00 Kg 107.85 163284.90 (-) 10.00 146956.41 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.9.1 89.00 Sqm 392.15 34901.35 (-) 10.00 31411.22

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 148.00 Sqm 842.50 124690.00 (-) 10.00 112221.00

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 5.9.3 51.00 Sqm 927.25 47289.75 (-) 10.00 42560.78

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.6 62.00 Sqm 961.30 59600.60 (-) 10.00 53640.54

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 6.1.2 31.00 cum 7132.25 221099.75 (-) 10.00 198989.77

modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement :

without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 20132.00 Kg 133.70 2691648.40 (-) 10.00 2422483.56

sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.16.1 2013.00 Kg 194.40 391327.20 (-) 10.00 352194.48 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 welded type tubes 10.28 101.00 Kg 772.40 78012.40 (-) 10.00 70211.16 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.). 10.19 336.00 Kg 97.20 32659.20 (-) 10.00 29393.28

with nuts and washer plates complete. 12.65.1 201.00 Sqm 1176.70 236516.70 (-) 10.00 212865.03 HOWRAH DIVISION-ENGG/EASTERN RLY Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability

pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). // 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of

12.66.1 29.00 Metre 1066.20 30919.80 (-) 10.00 27827.82 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS

epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete : // Precoated/mill finish aluminium Ridges plain (500- 600mm) 13.1.1 296.00 Sqm 347.05 102726.80 (-) 10.00 92454.12

brand and manufacture to give an even shade . // Two or more coats on new work 15.2.1 14.00 cum 2434.25 34079.50 (-) 10.00 30671.55

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) 15.7.4 41.00 cum 2060.20 84468.20 (-) 10.00 76021.38

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 15.18 1652.00 Kg 5.65 9333.80 (-) 10.00 8400.42

sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.3 11.00 cum 3551.25 39063.75 (-) 10.00 35157.38

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

M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. // Fixed to steel windows by welding 13.18 24.00 Sqm 79.95 1918.80 (-) 10.00 1726.92 32 Description:- FINISHING // 6 mm CEMENT PLASTER // Neat cement punning. per letter 13.71 504.00 per cm 6.15 3099.60 (-) 10.00 2789.64

Description:- FINISHING // EXTERIOR FINISHING // Lettering with black Japan paint of approved brand and manufacture 21.1.1.1 105.00 Kg 495.05 51980.25 (-) 10.00 46782.22 Description:- ALUMINIUM WORK // General // 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,

smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For fixed portion // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.2.1 105.00 Kg 598.60 62853.00 (-) 10.00 56567.70 HOWRAH DIVISION-ENGG/EASTERN RLY Description:- ALUMINIUM WORK // General // 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,

smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 25.1 204.00 Kg 414.30 84517.20 (-) 10.00 76065.48 Description:- STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL // General // Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS

colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. 21.18 48.00 Sqm 5325.90 255643.20 (-) 10.00 230078.88 Description:- ALUMINIUM WORK // General // Providing and fixing 12 mm thick frameless

& bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) 11.20.1 507.00 Sqm 1402.00 710814.00 (-) 10.00 639732.60 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 11.26.1 507.00 Sqm 1948.25 987762.75 (-) 10.00 888986.47 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 7.38.1.1 108.00 Sqm 3094.55 334211.40 (-) 10.00 300790.26 Description:- STONE WORK // MISCELLANEOUS STONE WORK // Stone tile work for wall lining upto

sand), including pointing in white cement with an admixture of pigment to match the stone shade. //

8.2.2.1 107.00 Sqm 5413.50 579244.50 (-) 10.00 521320.05 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 16.75 30.00 cum 9823.80 294714.00 (-) 10.00 265242.60 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). S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit

Schedule () A1-Part-2: Lift for 05 nos (03 no at DKAE & 02 nos at KQU - total 05 nos) 4044450.03 (NS Items incl. GST)

HOWRAH DIVISION-ENGG/EASTERN RLY

Aluminium Composite Panels having total thickness of 4mm (with 0.5mm thick aluminium foil skin on both sides) alongwith minimnum 25 micron PVdF Coating on top coil and Polymer/epoxy coating on Back coil (4-7 microns) fixed on aluminium substructure of 50mm x 25mm x 3mm or 38mm x 38mm X 4mm (IS Grade Aluminium Extrusion) with stainless steel fastening system of complete as per approved shop drawings and as per specifications (straight and curved). Only exposed surfaces to be measured and paid.

also in balcony wall with proper fixing arrangement on proper frame work. The frame work shall be paid separately. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit

Schedule () B1-Part-2: Lift for 05 nos (03 no at DKAE & 02 nos at KQU - total 05 nos) 100676.74 (USSOR-2021 items incl. GST)

without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Description:- Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or

removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile.

Description:- Supply and laying of quarry dust including consolidation, supply of all materials,

directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

for Horse power of pump multiplied by pumping hours. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit

Schedule () C1-Part-2: Lift for 05 nos (03 no at DKAE & 02 nos at KQU - total 05 nos) 7174428.67 (CPWD DSR 2023 items incl. GST) 2.6.1 329.00 cum 177.50 58397.50 (-) 10.00 52557.75 Description:- EARTH WORK // General // Earth work in excavation by mechanical means

as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil 2.27 33.00 cum 2123.75 70083.75 (-) 10.00 63075.38

including watering, ramming, consolidating and dressing complete. 2.28.1 66.00 Sqm 34.15 2253.90 (-) 10.00 2028.51

vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil 2.31 68.00 Sqm 17.60 1196.80 (-) 10.00 1077.12 Description:- EARTH WORK // General // Clearing jungle including uprooting of rank vegetation,

ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 4.1.2 48.00 cum 8340.85 400360.80 (-) 10.00 360324.72 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 :

4.1.5 10.00 cum 7294.70 72947.00 (-) 10.00 65652.30 6 HOWRAH DIVISION-ENGG/EASTERN RLY 6 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work 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) 5.1.2 2.00 cum 9045.75 18091.50 (-) 10.00 16282.35 Description:- REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Providing and laying in

finishing and reinforcement - All work up to plinth level : // 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) 5.33.1.1 77.00 cum 9504.75 731865.75 (-) 10.00 658679.18 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 10.00 cum 9860.40 98604.00 (-) 10.00 88743.60 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.12 2.00 cum 10585.90 21171.80 (-) 10.00 19054.62 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). 5.22.6 6192.00 Kg 107.85 667807.20 (-) 10.00 601026.48 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22A.6 774.00 Kg 107.85 83475.90 (-) 10.00 75128.31 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.9.1 58.00 Sqm 392.15 22744.70 (-) 10.00 20470.23

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 97.00 Sqm 842.50 81722.50 (-) 10.00 73550.25

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 5.9.3 33.00 Sqm 927.25 30599.25 (-) 10.00 27539.33

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.6 41.00 Sqm 961.30 39413.30 (-) 10.00 35471.97

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 6.1.2 20.00 cum 7132.25 142645.00 (-) 10.00 128380.50 17 HOWRAH DIVISION-ENGG/EASTERN RLY 17 Description:- MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement :

without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 13158.00 Kg 133.70 1759224.60 (-) 10.00 1583302.14

sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.16.1 1316.00 Kg 194.40 255830.40 (-) 10.00 230247.36 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 welded type tubes 10.28 66.00 Kg 772.40 50978.40 (-) 10.00 45880.56 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.). 10.19 220.00 Kg 97.20 21384.00 (-) 10.00 19245.60

with nuts and washer plates complete. 12.50 44.00 Sqm 738.65 32500.60 (-) 10.00 29250.54 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel

Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.51.1 14.00 Metre 532.35 7452.90 (-) 10.00 6707.61 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of

per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) 12.65.1 103.00 Sqm 1176.70 121200.10 (-) 10.00 109080.09 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability

pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). // 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of

12.66.1 13.00 Metre 1066.20 13860.60 (-) 10.00 12474.54 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS

epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete : // Precoated/mill finish aluminium Ridges plain (500- 600mm) 13.1.1 194.00 Sqm 347.05 67327.70 (-) 10.00 60594.93

brand and manufacture to give an even shade . // Two or more coats on new work 15.2.1 9.00 cum 2434.25 21908.25 (-) 10.00 19717.42

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) 15.7.4 27.00 cum 2060.20 55625.40 (-) 10.00 50062.86

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 15.18 1083.00 Kg 5.65 6118.95 (-) 10.00 5507.06

sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.3 6.00 cum 3551.25 21307.50 (-) 10.00 19176.75

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

M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. // Fixed to steel windows by welding 13.18 14.00 Sqm 79.95 1119.30 (-) 10.00 1007.37 34 Description:- FINISHING // 6 mm CEMENT PLASTER // Neat cement punning. per letter 13.71 329.00 per cm 6.15 2023.35 (-) 10.00 1821.02

Description:- FINISHING // EXTERIOR FINISHING // Lettering with black Japan paint of approved brand and manufacture 21.1.1.1 66.00 Kg 495.05 32673.30 (-) 10.00 29405.97 Description:- ALUMINIUM WORK // General // 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,

smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For fixed portion // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.2.1 66.00 Kg 598.60 39507.60 (-) 10.00 35556.84 Description:- ALUMINIUM WORK // General // 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 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 25.1 131.00 Kg 414.30 54273.30 (-) 10.00 48845.97 Description:- STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL // General // Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS

colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. HOWRAH DIVISION-ENGG/EASTERN RLY 21.18 28.00 Sqm 5325.90 149125.20 (-) 10.00 134212.68 Description:- ALUMINIUM WORK // General // Providing and fixing 12 mm thick frameless

& bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) 11.20.1 329.00 Sqm 1402.00 461258.00 (-) 10.00 415132.20 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 11.26.1 329.00 Sqm 1948.25 640974.25 (-) 10.00 576876.82 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 7.38.1.1 66.00 Sqm 3094.55 204240.30 (-) 10.00 183816.27 Description:- STONE WORK // MISCELLANEOUS STONE WORK // Stone tile work for wall lining upto

sand), including pointing in white cement with an admixture of pigment to match the stone shade. //

8.2.2.1 66.00 Sqm 5413.50 357291.00 (-) 10.00 321561.90 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 16.75 19.00 cum 9823.80 186652.20 (-) 10.00 167986.98 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).