Upgradation of branches for staff working (6 branches) and Officer chambers, miscellaneous works in c/w Provision of Air Conditioner unit and provision of hall with attached toilet for retired railway employees in DRM office, Bikaner under ADEN/HQ/Bikaner

A-CPWD DSR 2023 Items

B-NON SCHEDULED ITEMS

C-Electrical G items

Item Breakup - A-CPWD DSR 2023 Items

sources) 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources cum 257 6812 1750684 2 : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Centering and shuttering including strutting, propping etc. and removal 4.3 of form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 50 392.15 19607.5 4.5S CEMENT CONCRETE PRECAST Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain 4.5 window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural cum 22 10105.1 222312.2 4 sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, propping etc. and removal 5.9 of form for 5 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 115 392.15 45097.25 6 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 75 927.25 69543.75 7 5.9.4 Shelves (Cast in situ) Sqm 50 927.25 46362.5 8 5.9.5 Lintels, beams, plinth beams, girders, bressummers and cantilevers Sqm 76 736.4 55966.4 9 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 82 961.3 78826.6 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 10 5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 30 764.95 22948.5 11 5.9.8 Spiral staircases (including landing) Sqm 30 798.35 23950.5 12 5.9.9 Arches, domes, vaults up to 6 m span Sqm 20 2154.35 43087 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, Sqm 20 392.15 7843 13 window sills, string courses, bands, copings, bed plates, anchor blocks and the like 5.9.16 Edges of slabs and breaks in floors and walls 14 5.9.16.1 Under 20 cm wide Metre 42 208.55 8759.1 15 5.9.16.2 Above 20 cm wide Sqm 10 879.05 8790.5 16 5.9.17 Cornices and mouldings Sqm 20 856.8 17136 17 5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 5 951.1 4755.5 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth level up to floor five level cum 26 10585.9 275233.4 precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, 18 including the cost 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). Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and 5.18 shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 19 5.18.2 40 mm thick Sqm 250 1706.55 426637.5 20 5.18.3 25 mm thick Sqm 30 1539 46170 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22 bending, placing in position and binding all complete upto plinth level. 21 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 6172 107.85 665650.2 Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. 22 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 8348 107.85 900331.8 5.23S MISCELLANEOUS 5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick Sqm 100 300.45 30045 23 cement mortar 1:3 (1 Cement : 3 fine sand). 5.30 Add for plaster drip course/ groove in plastered surface or moulding to Metre 142 78.4 11132.8 24 R.C.C. projections. 5.33S 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 IS: 9103 to accelerate / retard setting 5.33 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.: 5.33.1 All works upto plinth level 25 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 9 9655.7 86901.3 5.33.2 All works above plinth level upto floor V level 26 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 15 10011.35 150170.25 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 and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in 5.33A recommended proportions as per 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. 5.33A.1 All works upto plinth level 27 5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 24 9333.95 224014.8 5.33A.2 All works above plinth level up to floor V level 28 5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 72 9689.6 697651.2 5.35 Add for using extra cement in the items of design mix over and above Quintal 24.65 733.5 18080.78 29 the specified cement content therein. Supplying and applying pre tested and approved water based concrete 5.41 curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. 30 5.41.1 Non pigmented wet curing compound Sqm 120 69.05 8286 Total 6485956.33 Item- 2 All items of 'Masonry Work' appearing in chapter 06 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 6.0 MASONRY WORK BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 6.1S General Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1 designation 7.5 in foundation and plinth in: 1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 30 7132.25 213967.5 Brick work with common burnt clay modular bricks of class designation 6.2 7.5 in foundation and plinth in: 2 6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). cum 10 6295.15 62951.5 Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 3 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 31 9344.35 289674.85 4 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 126.9 9105.95 1155545.06 6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) Sqm 20 865.65 17313 5 brick of class designation 7.5 in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure above plinth level and upto floor five level. 6.9 Brick work in plain arches in superstructure above plinth level and upto cum 3.5 15077.95 52772.83 floor five level including centering and shuttering complete for span up 6 to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand). 6.10 Brick work in gauged arches in superstructure above plinth level and cum 3.5 19066.1 66731.35 upto floor five level in cement mortar 1:3 (1 cement : 3 coarse sand) 7 including centering and shuttering complete, for span up to 6 meters with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks 6.13 of class designation 7.5 in superstructure above plinth level up to floor V level. 8 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 122 1123.8 137103.6 Total 1996059.69 Item- 3 All items of 'Cladding Work' appearing in chapter 8 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement 8.2 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 8.2.2 Granite stone slab colour black, Cherry/Ruby red 1 8.2.2.1 Area of slab upto 0.50 sqm Sqm 20 5413.5 108270 2 8.2.2.2 Area of slab over 0.50 sqm Sqm 20 5136.3 102726 8.2.3 Granite stone slab all colour and texture except black, Cherry/Ruby red 3 8.2.3.1 Area of slab upto 0.50 sqm Sqm 20 4170.7 83414 4 8.2.3.2 Area of slab over 0.50 sqm Sqm 20 3848.7 76974 8.4 Extra for fixing marble /granite stone, over and above corresponding Metre 150 568.55 85282.5 5 basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 8.5 Extra for providing opening of required size & shape for wash basin/ Each 10 978.7 9787 kitchen sink in kitchen platform, vanity counter and similar location in 6 marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 8.6 Mirror polishing on marble work/Granite work/stone work where ever Sqm 100 506.7 50670 7 required to give high gloss finish complete. Providing and fixing cramps of required size & shape in RCC/ CC /Brick masonry backing with cement mortar 1:2 (1 cement :2 coarse sand), 8.7 including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 8 8.7.2 Stainless steel cramps Kg 50 714.4 35720 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick 8.8 masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 8.8.1 Wedge expansion type 9 8.8.1.2 Fastener with threaded dia 10 mm Each 200 40 8000 10 8.8.1.3 Fastener with threaded dia 12 mm Each 200 61.7 12340 Stone tile (polished) work for wall lining over 12 mm thick bed of 8.9 cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. 8.9.1 8 mm thick 11 8.9.1.2 Granite of any colour and shade Sqm 62 3617.55 224288.1 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing machine cut, mirror/ eggshell polished , Marbles tone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement 8.11 mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 8.11.1 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red Sqm 20 10414.8 208296 12 or Dark Emperador etc. Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing 8.14 in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 8.14.3 White sand stone - exposed face fine dressed with rough backing . 13 8.14.3.5 30 mm thick Sqm 330 5722.6 1888458 White sand stone - Exposed face machine cut and table rubbed with 8.14.4 rough backing. 14 8.14.4.5 30 mm thick Sqm 330 7942.5 2621025 8.14.5 Gang saw cut stone 15 8.14.5.1 30 mm thick White sand stone Sqm 20 3256.65 65133 16 8.14.5.2 30 mm thick Red sand stone Sqm 20 3119.2 62384 8.15 Providing and fixing stainless steel cramps of required size and shape Kg 50 714.4 35720 for anchoring stone wall lining to the backing or securing adjacent 17 stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for Each 100 43.9 4390 18 securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 8.20S STONE WORK DRY CLADDING Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the 8.20 help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in- charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 19 8.20.1 Red sand stone - 30 mm thick gang saw cut stone Sqm 50 2902.65 145132.5 8.22 Providing and fixing adjustable stainless steel cramps of approved Each 100 437 43700 quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone 20 cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side 8.26 decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : 21 8.26.2 18 mm thick Sqm 100 1492.8 149280 22 8.26.3 25 mm thick Sqm 100 1979.5 197950 8.29 Providing and fixing 4mm thick coir veneer board, ISI marked IS : Sqm 50 1825.05 91252.5 23 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to Sqm 270.03 1267.95 342384.54 IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps 24 and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 8.32 Designing, fabricating, testing, installing and fixing in position Curtain Sqm 50 5015.05 250752.5 Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations 25 and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Total 6903329.64 Item- 4 All items of 'Wood and PVC Work' appearing in chapter 9 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory 9.7 windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire Sqm 82 1800.45 147636.9 1 and 1.4 mm wide aperture with matching wood beading Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with 9.20 frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with Sqm 6 3473.85 20843.1 2 necessary screws 9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with Sqm 62 3167.95 196412.9 3 necessary screws Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with 9.21 frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with Sqm 62 2172.1 134670.2 4 necessary screws 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm Sqm 81 462.35 37450.35 5 minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). Extra for providing vision panel not exceeding 0.1 sqm in all type of 9.24 flush doors (cost of glass excluded) (overall area of door shutter to be measured): 6 9.24.1 Rectangular or square Sqm 20 199.15 3983 7 9.24.2 Circular Sqm 20 206.3 4126 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door 9.25 shutters (overall area of door shutters to be measured). 8 9.25.1 Decorative type door Sqm 100 405.45 40545 9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter Sqm 100 106.7 10670 9 to be measured). Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire 9.27 of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright 9.27.2.1 finished of required size 10 9.27.2.1.2 Kiln seasoned and chemically treated hollock wood Sqm 72 3254.25 234306 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 11 9.27.2.1.3 Kiln seasoned selected class of sheesham wood Sqm 72 3918.15 282106.8 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both 9.31 directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, as per directions of Engineer-in-charge: 12 9.31.2 30 mm thick shutters Sqm 122 2803 341966 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing wooden moulded beading to door and window 9.40 frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.40.1 2nd class teak wood 13 9.40.1.1 50x12 mm Metre 50 221.1 11055 14 9.40.1.2 50 x 20 mm Metre 60 271.75 16305 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart 9.41 (frames to be paid separately), including fixing 50x12 mm beading complete with : 15 9.41.1 Second class teak wood Sqm 100 2945.1 294510 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed 9.46 with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 16 9.46.2 20 mm dia Metre 100 393.25 39325 17 9.46.3 25 mm dia Metre 100 525.55 52555 Providing and fixing nickel plated M.S. pipe curtain rods with nickel 9.47 plated brackets : 18 9.47.2 25 mm dia (heavy type) Metre 6 186.4 1118.4 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of 9.51 aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 19 9.51.2 With 12 mm mild steel U beading Sqm 100 939.2 93920 COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 9.57S 1378) Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel 9.61 chromium plating grade 1 as per IS: 1068 and fixing with necessary screws etc., complete. 20 9.61.1 Overall width 35 mm Metre 30 336.45 10093.5 21 9.61.2 Overall width 50 mm Metre 30 337.9 10137 Providing and fixing oxidised M.S. hasp and staple (safety type) 9.67 conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) 22 9.67.1 150 mm Each 50 33.1 1655 23 9.67.2 115 mm Each 50 29.7 1485 24 9.67.3 90 mm Each 50 25.3 1265 9.72S BRASS FITTINGS Providing and fixing special quality bright finished brass cupboard or 9.79 ward robe locks with four levers of approved quality including necessary screws etc. complete. 25 9.79.1 40 mm Each 50 311.2 15560 26 9.79.2 50 mm Each 50 356.75 17837.5 9.80 Providing and fixing 50 mm bright finished brass cup board or Each 100 74.25 7425 27 wardrobe knob of approved quality with necessary screws. 9.83 Providing and fixing aluminium die cast body tubular type universal Each 40 1124.85 44994 hydraulic door closer (having brand logo with ISI, IS : 3564, embossed 28 on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 9.84 Providing and fixing aluminium extruded section body tubular type Each 2 983.15 1966.3 universal hydraulic door closer (having brand logo with ISI, IS : 3564, 29 embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. Providing and fixing bright finished brass hasp and staple (safety type) 9.87 with necessary screws etc. complete : 30 9.87.1 150 mm Each 30 139.1 4173 31 9.87.2 115 mm Each 30 126 3780 9.88S CHROMIUM PLATED BRASS FITTINGS 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and Each 40 998.35 39934 32 lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 9.89 Providing and fixing chromium plated brass night latch of approved Each 30 952.8 28584 33 quality including necessary screws etc. complete. Providing and fixing chromium plated brass handles with necessary 9.92 screws etc. complete: 34 9.92.1 125 mm Each 100 231.05 23105 35 9.92.2 100 mm Each 100 206.25 20625 9.95S ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent 9.96 or dyed to required colour or shade, with nuts and screws etc. complete : 36 9.96.2 250x16 mm Each 9 260.6 2345.4 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent 9.97 or dyed to required colour or shade, with necessary screws etc. complete : 37 9.97.3 200x10 mm Each 4 99.7 398.8 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.101 transparent or dyed to required colour and shade, with necessary screws etc. complete. 38 9.101.2 Twin rubber stopper Each 4 72.35 289.4 9.105S GYPSUM BOARD PARTITIONS Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive),consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of 9.105 partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture's specification and direction of engineer in charge all complete. 9.105.1 75 mm overall thickness partition with 12.5 mm thick double skin fire Sqm 20 2131.1 42622 39 rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks) 9.110 Providing and fixing Bamboo jaffery/ fencing consisting of superior Sqm 20 689.4 13788 quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of 40 hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in- charge. Providing and fixing magnetic catcher of approved quality in cupboard / 9.114 ward robe shutters, including fixing with necessary screws etc. complete. 41 9.114.1 Triple strip vertical type Each 30 52.5 1575 42 9.114.2 Double strip (horizontal type) Each 33.5 39.7 1329.95 9.115 Providing and fixing powder coated telescopic drawer channels 300 ONE SET 82 414.2 33964.4 43 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. 9.116 Providing and fixing sliding arrangement in racks/ cupboards/cabinets Each 50 20.4 1020 shutter by with stainless steel rollers to run inside C or E aluminium 44 channel section (The payment of C or E channel shall be made separately) 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm Metre 5 492.7 2463.5 with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame 45 profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 9.120 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 46 9.120.1 30 mm thick plain PVC door shutters Sqm 2.5 3182.95 7957.38 9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of Metre 310 570.95 176994.5 cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. 47 Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 9.122 Providing and fixing to existing door frames. 9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in Sqm 255 4488.95 1144682.25 different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing 48 of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 9.123A Providing PVC moulding / architrave for door frame made up of Metre 100 135.8 13580 extruded solid foam PVC profile having homogenous fine cellular structure with smooth outer integral skin, minimum 30 mm width and 49 minimum 12 mm thick suitable for fixing to frame. The moulding shall be snap fitted in the groove provided in the frame and fixed with PVC solvent adhesive / cement and self tapping screws (of required size) complete as per direction of Engineer-in-Charge. Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective 9.127 surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 50 9.127.1 1.5 mm thick Sqm 200 1045.95 209190 51 9.127.2 1.0 mm thick Sqm 330 897.3 296109 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 9.134 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters With ISI marked stainless steel butt hinges of 9.134.1.2 required size 52 9.134.1.2.3 Kiln seasoned selected class of sheesham wood Sqm 5 4740.3 23701.5 9.139 Providing and fixing panic bar / latch (Double point) fitted with a single Each 20 8366.15 167323 body, Trim Latch & Lock on back side of the Panic Latch of reputed 53 brand and manufacture to be approved by the Engineer- in- charge, all complete. Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps 9.147 and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Two track two panels sliding window with Aluminium channel for roller 9.147.A1 track, wool pile, nylon rollers with SS 304 body. 9.147.A1.2 Using R3 series with frame (55 mm & above) x (40 mm & above) & Sqm 50 8799.25 439962.5 sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) 54 powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on 9.147.A2 three panels along with multi-point locking system, nylon rollers with SS 304 body. 9.147.A2.1 Using R3 series with frame (55 mm & above) x (40 mm & above) & Sqm 50 7860.35 393017.5 55 sash (30 mm & above) x (55 mm & above) (Height upto 1.8m). Three track three panels sliding window with two glazed & one wire 9.147.A4 mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A4.1 Using R2 series with frame (70 mm & above) x (40 mm & above) & Sqm 55 10993.55 604645.25 both glazed and fly screen sash (25 mm & above) x (50 mm & above) 56 with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every 9.147.B1 panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. 9.147.B1.1 Using R3 series with frame (55 mm & above) x (40 mm & above) & Sqm 50 8106.3 405315 57 sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). 9.147.C1 Fixed window / ventilator without mullion / transom. 9.147.C1.2 Using R2 series with frame (39mm & above ) x (39mm & above). Sqm 50 8054.75 402737.5 58 (Height upto 1.2 meter) 9.147.C2 Fixed window / ventilator with mullion / transom 9.147.C2.3 Using R3 series with frame (55mm & above ) x (45mm & above) & Sqm 24 7827.75 187866 59 mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter) Ventilator Casement window single panel with or without fixed panel 9.147.D1 with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles 9.147.D1.1 Using R1 series with frame (33mm & above ) x (35mm & above) & sash Sqm 55 13201.2 726066 60 /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). 9.147.D1.3 Using R3 series with frame (55mm & above ) x (45mm & above) & sash Sqm 24 11919.85 286076.4 61 /mullion (55mm & above) x (65mm & above). (Height above 1.2 meter) Casement window single panel with S.S. 304 friction hinges as per size 9.147.E1 and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. 9.147.E1.1 Using R2 series with frame (39mm & above) x (39mm & above) & sash Sqm 55 14449.25 794708.75 62 (39mm & above) x (60mm & above). (Height upto 1.2 meter) Casement window double panels with fixed mullion with S.S. 304 9.147.E2 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. 9.147.E2.3 Using R4 series with frame (64mm & above) x (50mm & above) & sash Sqm 24 13477.1 323450.4 63 (64mm & above) x (70mm & above) & mullion (64mm & above) x (70mm & above). (Height above 1.8 meter). Casement window double panels with French (False) Mullion with S.S. 9.147.E3 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles 9.147.E3.3 Using R4 series with frame (64mm & above) x (50mm & above) & sash Sqm 24 12496.3 299911.2 64 (64mm & above) x (70mm & above) & French (False) mullion (64mm & above) x (60mm & above) . (Height above 1.8 meter). Casement cum fixed panel window having one single casement panel & one fixed panel with S.S 304 friction hinges as per size and weight of 9.147.E4 sash, multi-point locking system, zinc alloy (zamak) powder coated handles 9.147.E4.2 Using R3 series with frame (55mm & above ) x (45mm & above) & sash Sqm 24 9308 223392 (55mm & above) x (65mm & above) & mullion (55mm & above) x 65 (65mm & above). (Height upto 1.8 meter; each openable shutter upto 0.8m width) Casement door double panel with French (False) Mullion with zinc alloy 9.147.F2 (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides 9.147.F2.1 Using R3 series with frame (55 mm & above) x (50mm & above) & sash Sqm 24 11903.75 285690 66 (55 mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 meter). Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one side decorative and other side balancing lamination and 9.160 edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. all complete. 67 9.160.2 25 mm thick. Sqm 10 2552.4 25524 Providing and fixing bright /matt finished Stainless Steel handles of 9.165 approved quality & make with necessary screws etc all complete. 68 9.165.1 125 mm Each 9 119.2 1072.8 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand 9.166 and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge 69 9.166.1 18 mm thick Sqm 10 1362.3 13623 9.168 Providing and fixing cupboard shutter with 19 mm thick one side Sqm 330 2829.25 933652.5 decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick 70 PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) 9.169 Providing and fixing 19 mm thick both side balancing lamination Sqm 700 2593.15 1815205 factory pressed BWP grade marine ply as per IS 710 of approved brand 71 boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in- charge. 9.171 Providing and fixing stainless steel soft closing spring hinges at 0 Each 150 272 40800 degree hinges (hydraulic type) of approved make/brand to cupboard 72 shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer- in-charge. 9.172 Providing and fixing stainless steel soft closing heavy type telescopic ONE SET 20 885.1 17702 73 drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. 9.173 Providing and fixing ready made 304 grade stainless steel Modular Kg 20 533.25 10665 kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & 74 bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) 9.174 Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding Metre 100 43.8 4380 tape of approved quality for cupboard/wardrobe shutters including 75 necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. Total 12570920.83 Item- 5 All items of 'Steel Work' appearing in chapter 10 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, fixed with or without connecting Kg 500 117.35 58675 1 plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or welded in built up sections, Kg 500 133.7 66850 2 trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and 10.6 arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. 3 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover Sqm 50 3307.05 165352.5 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars 10.11 tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete Kg 202 131.05 26472.1 4 block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position 10.16 and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 5 10.16.1 Hot finished welded type tubes Kg 222 194.4 43156.8 6 10.16.3 Electric resistance or induction butt welded tubes Kg 200 194.4 38880 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, Each 10 226 2260 bent to shape with hooked ends in R.C.C. slabs or beams during laying, 7 including painting the exposed portion of loop, all as per standard design complete. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for Each 14 220.65 3089.1 ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top 8 lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 10.19 Providing and fixing mild steel round holding down bolts with nuts and Kg 100 97.2 9720 9 washer plates complete. 10 10.20 Providing and fixing bolts including nuts and washers complete. Kg 100 159.35 15935 10.22 Welding by gas or electric plant including transportation of plant at site cm 500 3.7 1850 11 etc. complete. Steel work welded in built up sections/ framed work, including cutting, 10.25 hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and Kg 1500 172.6 258900 12 similar works Providing and fixing hand rail of approved size by welding etc. to steel 10.26 ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 13 10.26.1 M.S. tube Kg 1000 196.8 196800 14 10.26.2 E.R.W. tubes Kg 1000 205.75 205750 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow Kg 2750 772.4 2124100 tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash 15 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.). Providing & fixing fly proof wire gauze to windows, clerestory windows 10.29 & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm Sqm 54 1133.55 61211.7 16 aperture on both sides Providing and fixing glass panes with putty and glazing clips in steel 10.30 doors, windows, clerestory windows, all complete with : 17 10.30.2 5.5 mm thick glass panes Sqm 4 1390.15 5560.6 Total 3284562.80 Item- 6 All items of 'Flooring' appearing in chapter 11 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 11.0 FLOORING 11.9S TERRAZO FLOORING 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.9 marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete : 1 11.9.1 Dark shade pigment with ordinary cement Sqm 50 1065.75 53287.5 2 11.9.2 Light shade pigment with white cement Sqm 50 1092.5 54625 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black, chocolate, grey, yellow or green 11.10 marble chips of sizes from 4 mm to 7 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume, including cement slurry etc.complete. 3 11.10.1 Dark shade pigment with Ordinary cement Sqm 50 1072.1 53605 4 11.10.2 Light shade pigment with white cement Sqm 50 1110.3 55515 Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble 11.15 chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete : 5 11.15.1 18 mm thick crazy marble stone white, black or as specified Sqm 93 1714.8 159476.4 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm Sqm 4.5 1096.55 4934.48 (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 6 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.41S VITRIFIED FLOOR TILES BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm 11.41A including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.2 Glazed vitrified floor tiles polished finish of size 7 11.41A.2.1 Size of Tile 600 x 600 mm Sqm 36 1502.75 54099 8 11.41A.2.4 Size of Tile 800 x 1200 mm Sqm 985 2056.9 2026046.5 9 11.41A.2.5 Size of Tile 1200 x 1200 mm Sqm 770 2541 1956570 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 10 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 122 1464.85 178711.7 11 11.41A.3.2 Size of Tile 600 x 1200 mm Sqm 205 1797.3 368446.5 12 11.41A.3.3 Size of Tile 800 x 800 mm Sqm 155 1724.4 267282 11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 Sqm 700 -850.1 -595070 13 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. 11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high Sqm 250 753.25 188312.5 14 polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. 11.44 Crazy ceramic tile flooring, with under layer 12 mm thick cement Sqm 50 954.15 47707.5 mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 15 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. 11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) Sqm 50 1708.1 85405 on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick 16 jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in- charge. Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 17 11.46.3 Size of Tile 800x800 mm Sqm 100 1958.45 195845 18 11.46.4 Size of Tile 1000x1000 mm Sqm 350 2162.6 756910 11.46A Providing and fixing glazed screen printed border tile 75mm wide Metre 400 216.2 86480 having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 19 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Charge Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade 11.48 (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. 20 11.48.3 Size of Tile 800x800 mm Sqm 619 244.75 151500.25 21 11.48.4 Size of Tile 1000x1000 mm Sqm 493.5 174.5 86115.75 11.49A Providing and laying full body vitrified tile in floor of minimum thickness Sqm 159 3623.95 576208.05 15 mm with water absorption less than 0.06% and confirming to IS:15622, of approved make , brand and manufacturer , laid on 20 mm thick base cement mortar 1:4 (1 cement 4 coarse sand ) jointing with grey cement slurry @3.30 kg/sqm including grouting the joints with 22 white cement and matching pigments etc. The slab must be cut with zero chipping diamond cutter only . Laying of slab will be done with the help of notch trowel , wedge , clips of required thickness , vacuum cups for lifting , leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800 x2400 mm of all colors and shades Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 11.51 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red Sqm 50 6603.35 330167.5 23 or Dark Emperador etc. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of Sqm 50 3891.15 194557.5 size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to 24 be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 11.55 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Sqm 32 3186.7 101974.4 25 Eye or equivalent. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 11.56 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or Sqm 62 4481.3 277840.6 26 equivalent 11.56.2 Polished Granite stone slab of all colour and texture except Black, Sqm 62 3071.05 190405.1 27 Cherry/Ruby Red Total 7906958.23 Item- 7 All items of 'Roofing' appearing in chapter 12 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING 12.20 Providing and laying pressed clay tiles (as per approved pattern 20 mm Sqm 100 709.75 70975 nominal thickness of approved size) on roofs jointed with cement 1 mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including 12.21 finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 2 12.21.1 In 75x75 mm deep chase Metre 32 305.15 9764.8 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring 12.41 conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3 12.41.2 110 mm diameter Metre 222.5 377.4 83971.5 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to 12.42 IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.4 Single tee without door 4 12.42.4.2 110x110x110 mm Each 2 221.35 442.7 12.42.5 Bend 87.5 degree 5 12.42.5.2 110 mm bend Each 22 150.35 3307.7 12.42.6 Shoe (Plain) 6 12.42.6.2 110 mm Shoe Each 22 131.85 2900.7 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard 12.43 wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 7 12.43.2 110 mm Each 20 371.3 7426 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron Each 22 54.7 1203.4 8 grating 15 cm diameter and weighing not less than 440 grams. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every 12.45 junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: Sqm 2338 1355.8 3169860.4 9 2095- (Part I) :2011 (Board with BIS certification marks) Total 3349852.20 Item- 8 All items of 'Finishing' appearing in chapter 13 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 1 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 453 343.65 155673.45 13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 2 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 454 395.35 179488.9 13.7S CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster on rough side of single or half brick wall finished 13.8 with a floating coat of neat cement of mix : 3 13.8.2 1:4 (1 cement: 4 fine sand) Sqm 318 477.9 151972.2 13.20S PEBBLE DASH PLASTER 13.20 Pebble dash plaster upto 10 m height above ground level with a Sqm 400 829.95 331980 mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 4 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. 13.23 Extra for plastering on circular work not exceeding 6 m in radius: 5 13.23.1 In one coat Sqm 200 47.65 9530 Extra for plastering done on moulding, cornices or architraves including 13.24 neat finish to line and level: 6 13.24.2 In two coats Sqm 200 1175.75 235150 13.26 Providing and applying plaster of paris putty of 2 mm thickness over Sqm 770 262.7 202279 7 plastered surface to prepare the surface even and smooth complete. 13.44S EXTERIOR FINISHING 13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and Sqm 135 223.6 30186 8 including priming coat of exterior primer applied @ 2.20kg/10 sqm Painting with synthetic enamel paint of approved brand and 13.61 manufacture to give an even shade : 9 13.61.1 Two or more coats on new work Sqm 22.5 155.9 3507.75 13.72 Washed stone grit plaster on exterior walls height upto 10 metre above Sqm 50 1162.25 58112.5 ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 10 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). 13.80 Providing and applying white cement based putty of average thickness Sqm 2500 156.05 390125

surface to prepare the surface even and smooth complete. Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ 13.83 litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 12 13.83.2 Two coats Sqm 135 142.8 19278 13.91 Removing dry or oil bound distemper, water proofing cement paint and Sqm 2500 25.15 62875 13 the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 13.103 French spirit polishing : 14 13.103.1 One or more coats on old work Sqm 1500 224.8 337200 13.110 Finishing walls with textured exterior paint of required shade : 13.110.1 Old work (Two or more coats on existing cement paint surface applied Sqm 1500 169.2 253800 15 @ 3.28 ltr/10 sqm. 13.116 Polishing in high gloss/matt finish melamine clear polish on wood work Sqm 50 1360.45 68022.5 in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big 16 holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in- Charge. (Final coat to be done in 1 or 2 layers without gap of time.) Total 2489180.30 Item- 9 All items of 'Dismantling and demolishing' appearing in chapter 15 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means 15.2 including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) cum 100 2434.25 243425 2 15.2.2 Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) cum 100 1503.6 150360 Demolishing brick work manually/ by mechanical means including 15.7 stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 3 15.7.4 In cement mortar cum 330 2060.2 679866 Dismantling doors, windows and clerestory windows (steel or wood) 15.12 shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 4 15.12.1 Of area 3 sq. metres and below Each 100 367.2 36720 Taking out doors, windows and clerestory window shutters (steel or 15.13 wood) including stacking within 50 metres lead : 5 15.13.1 Of area 3 sq. metres and below Each 100 143.5 14350 Dismantling tile work in floors and roofs laid in cement mortar including 15.23 stacking material within 50 metres lead. 6 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 1500 73.4 110100 7 15.23.2 For thickness of tiles above 25 mm and up to 40 mm Sqm 700 113.35 79345 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means 15.44 including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 8 15.44.1 15 mm to 40 mm nominal bore Metre 700 149.8 104860 9 15.44.2 Above 40 mm nominal bore Metre 500 161.4 80700 15.58 Demolishing R.C.C. work by mechanical means and stockpiling at cum 20 2818.9 56378 designated locations and disposal of dismantled materials up to a lead 10 of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 15.59 Dismantling of flexible pavement (bituminous courses) by mechanical cum 250 420.8 105200 11 means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled cum 500 263.95 131975 or waste materials by mechanical means, including loading, 12 transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 1793279.00 All items of 'Sanitary Installations', 'Water Supply' and 'Drainage' appearing in chapter 17, 18 and 19 of CPWD DSR ( Amended up Item- 10 to date ) S No. Item No Description of Item Unit Qty Rate Amount 17.0 SANITARY INSTALLATIONS 17.1S General BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 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 manually controlled device 17.1 (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 size 580x440 mm with Each 3 6767.4 20302.2 1 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 manually controlled 17.2 device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 2 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 3 6515.55 19546.65 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm 17.3 flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 3 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid Each 2 8006.6 16013.2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush 17.4 pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 4 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 5 6258.75 31293.75 17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing Each 2 9612.4 19224.8 5 cistern 17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic Each 2 13417.3 26834.6 6 flushing cistern 17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing Each 4 18579.95 74319.8 7 cistern Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush 17.6 pipe for back and front flush 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 : 8 17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern Each 5 9256.45 46282.25 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass Each 1 3960.55 3960.55 single hole basin mixer of approved quality and make, including 9 painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 17.8 Providing and fixing white vitreous china pedestal for wash basin Each 1 1683.35 1683.35 10 completely recessed at the back for the reception of pipes and fittings. Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including 17.10 painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 11 17.10.1.4 510x1040 mm bowl depth 178 mm Each 5 6917.2 34586 17.10.2 Kitchen sink without drain board 12 17.10.2.3 470x420 mm bowl depth 178 mm Each 4 3407.2 13628.8 Providing and fixing white vitreous china water closet squatting pan 17.13 (Indian type) : 13 17.13.2 Orissa pattern W.C. pan of size 580x440 mm Each 4 3169.05 12676.2 17.15 Providing and fixing white vitreous china pedestal type (European type/ Each 2 2784.95 5569.9 14 wash down type) water closet pan. 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 Each 2 349.15 698.3 15 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. Providing and fixing P.V.C. low level flushing cistern with manually 17.18 controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 16 17.18.1 10 litre capacity - White Each 2 1190.65 2381.3 Providing and fixing controlled flush, low level cistern made of vitreous 17.19 china with all fittings complete. 17 17.19.1 10 litre (full flush) capacity-white Each 5 2243.75 11218.75 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved Each 10 1034.8 10348 18 quality & make and as per the direction of Engineer-in-charge. 17.23 Providing and fixing white vitreous china flat back or wall corner type Each 5 1648.95 8244.75 19 lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. Providing and fixing white vitreous china wash basin including making 17.25 all connections but excluding the cost of fittings : 20 17.25.1 Flat back wash basin of size 630x450 mm Each 2 1339.7 2679.4 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 21 17.25.2 Flat back wash basin of size 550x400 mm Each 2 992.6 1985.2 22 17.25.3 Angle back wash basin of size 600x480 mm Each 2 1339.7 2679.4 23 17.25.4 Angle back wash basin of size 400x400 mm Each 2 870.25 1740.5 Providing and fixing P.V.C. waste pipe for sink or wash basin including 17.28 P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 24 17.28.1.1 32 mm dia Each 11 103.9 1142.9 17.28.2 Flexible pipe 25 17.28.2.1 32 mm dia Each 10 119.55 1195.5 17.31 Providing and fixing 600x450 mm bevelled edge mirror of superior Each 11 1607.95 17687.45 glass (of approved quality) complete with 6 mm thick hard board 26 ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing mirror of superior glass (of approved quality) and 17.32 of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 27 17.32.1 Circular shape 450 mm dia Each 10 1479.05 14790.5 28 17.32.2 Rectangular shape 453x357 mm Each 5 1361.8 6809 29 17.32.3 Oval shape 450x350 mm (outer dimensions) Each 5 1377.1 6885.5 30 17.32.4 Rectangular shape 1500x450 mm Each 5 2093 10465 17.34 Providing and fixing toilet paper holder : 31 17.34.1 C.P. brass Each 20 803.7 16074 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, Each 20 375.65 7513 effective length of tail pipe 260 mm from the centre of the waste 32 coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms Providing and fixing PTMT towel rail complete with brackets fixed to 17.73 wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and Each 1 708.95 708.95 33 effective height of 88 mm, weighing not less than 190 gms. 17.81 Providing and fixing floor mounted, white vitreous china single piece, Each 1 18212.9 18212.9 double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of 34 capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 35 18.7.2 20 mm nominal dia Pipes Metre 72.5 335 24287.5 36 18.7.3 25 mm nominal dia Pipes Metre 22.5 401.55 9034.88 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC 18.8 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. 37 18.8.2 20 mm nominal dia Pipes Metre 22.5 537.6 12096 38 18.8.3 25 mm nominal dia Pipes Metre 106 627.25 66488.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC 18.9 plain & 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 39 18.9.4 32 mm nominal dia Pipes Metre 50 438.6 21930 40 18.9.6 50 mm nominal dia Pipes Metre 50 794.25 39712.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, 18.10 including cutting and making good the walls etc. ( Internal work - Exposed on wall ) 41 18.10.2 20 mm dia nominal bore Metre 50 437.3 21865 42 18.10.3 25 mm dia nominal bore Metre 50 551.7 27585 18.15S BRASS FITTINGS 18.15 Providing and fixing brass bib cock of approved quality : 43 18.15.1 15 mm nominal bore Each 40 353.25 14130 Providing and fixing ball valve (brass) of approved quality, High or low 18.18 pressure, with plastic floats complete : 44 18.18.2 20 mm nominal bore Each 2 462.5 925 Providing and fixing uplasticised PVC connection pipe with brass unions 18.21 : BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 18.21.1 30 cm length 45 18.21.1.2 20 mm nominal bore Each 2 93.55 187.1 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 46 18.22.1 100 mm diameter Each 5 193.95 969.75 47 18.22.2 150 mm diameter Each 5 222.35 1111.75 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES 18.48 Providing and placing on terrace (at all floor levels) polyethylene water Per Litre 1500 11 16500 storage tank, IS : 12701 marked, with cover and suitable locking 48 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of approved quality conforming 18.49 to IS:8931 : 49 18.49.1 15 mm nominal bore Each 24 506.8 12163.2 Providing and fixing C.P. brass long body bib cock of approved quality 18.51 conforming to IS standards and weighing not less than 690 gms. 50 18.51.1 15 mm nominal bore Each 1 798.95 798.95 Providing and fixing C.P. brass stop cock (concealed) of standard 18.52 design and of approved make conforming to IS:8931. 51 18.52.1 15 mm nominal bore Each 21 670.45 14079.45 Providing and fixing C.P. brass angle valve for basin mixer and geyser 18.53 points of approved quality conforming to IS:8931 52 18.53.1 15mm nominal bore Each 26 574.3 14931.8 18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of Each 20 74.8 1496 53 approved make and quality as per direction of Engineer-in-charge. 18.54S PTMT FITTINGS 18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type 54 18.58.1.1 100 mm nominal dia Each 4 37.6 150.4 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with 19.1 stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 55 19.1.3 200 mm diameter Metre 10 970.35 9703.5 56 19.1.5 300 mm diameter Metre 10 2064.15 20641.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand 19.2 :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 57 19.2.3 200 mm diameter S.W. pipe Metre 10 1375.45 13754.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand 19.3 :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 58 19.3.5 300 mm diameter S.W. pipe Metre 10 1173.35 11733.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the 19.6 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 59 19.6.2 150 mm dia. R.C.C. pipe Metre 100 556.45 55645 60 19.6.3 250 mm dia. R.C.C. pipe Metre 200 899.8 179960 61 19.6.4 300 mm dia. R.C.C. pipe Metre 200 994.3 198860 62 19.6.5 450 mm dia. R.C.C. pipe Metre 200 1620.95 324190 63 19.6.6 500 mm dia. R.C.C. pipe Metre 150 1918.9 287835 Providing and fixing in position pre-cast R.C.C. manhole cover and 19.19 frame of required shape and approved quality 19.19.2 M D - 10 64 19.19.2.2 Circular shape 500 mm internal diameter Each 20 1172.6 23452 19.19.3 H D - 20 65 19.19.3.1 Circular shape 560 mm internal diameter Each 1 1675.7 1675.7 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone 19.21 aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 66 19.21.1 For pipes 100 to 250 mm diameter Each 200 810.45 162090 67 19.21.2 For pipes 250 to 300 mm diameter Each 202 922.4 186324.8 Total 2245690.63 Item- 11 All items of 'Aluminium Work' appearing in chapter 21 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 21.0 ALUMINIUM WORK 21.1S General BIKANER DIVISION-ENGINEERING/NORTH WESTERN 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 required EPDM rubber/ 21.1 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 / 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) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 Kg 698 530.9 370568.2 1 micron) 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester Kg 160 539.85 86376 2 powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever 21.1.2 required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 Kg 698 634.45 442846.1 3 micron) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester Kg 698 643.45 449128.1 4 powder coating 50 micron) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows 21.2 shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side Sqm 110 1139.3 125323 5 and balancing lamination on other side 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): 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 Sqm 110 1685.4 185394 6 kg/sqm) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, 21.4 embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 7 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness Each 20 2823.85 56477 8 21.4.2 With brass cover plate minimum 1.25 mm thickness Each 20 2966.1 59322 21.5 Providing and fixing powder coated aluminium work (minimum Kg 20 817.15 16343 thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall 9 with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 21.12 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle Each 20 631.55 12631 10 bar 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium Each 20 645.5 12910 11 tubular handle bar 21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers Each 20 528.85 10577 12 without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 21.17 Providing and fixing anodised aluminium grill (anodised transparent or Kg 350 638.35 223422.5 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. 13 brass/ stainless steel screws @ 200 mm centre 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). 21.18 Providing and fixing 12 mm thick frameless toughened glass door Sqm 60 5325.9 319554 shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type 14 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) BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Total 2370871.90 Item- 12 All items of all other chapters of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 2.6 in width as well 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. 1 2.6.1 All kinds of soil cum 100 177.5 17750 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in 2.8 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. 2 2.8.1 All kinds of soil. cum 187 260.3 48676.1 Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the 2.10 excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil 3 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 500 352.15 176075 4 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm Metre 500 549.75 274875 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 65 196 12740 sides of foundations etc. in layers not exceeding 20 cm in depth, 5 consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.25A Excavating, supplying and filling of local earth (including royalty) by cum 222 700.5 155511 mechanical transport upto a lead of 5km also including ramming and 6 watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL 2.35 anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and 2.35.4 plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : 7 2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Metre 1200 43 51600 7.0 STONE WORK 7.24S MISCELLANEOUS STONE WORK 7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge Each 200 54.55 10910 8 shape as per design in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), 7.29 including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 9 7.29.1 Red sand stone Sqm 50 1833.25 91662.5 7.31 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and Each 20 6788.85 135777 10 moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse 7.32 sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 11 7.32.1 Red sand stone cum 1 93741.1 93741.1 12 7.32.2 White sand stone cum 1 107965.1 107965.1 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white 7.33 cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 13 7.33.1 Red sand stone Sqm 10 14931.55 149315.5 14 7.33.2 White sand stone Sqm 10 14994.15 149941.5 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), 7.38 including pointing in white cement with an admixture of pigment to match the stone shade. 7.38.1 8 mm thick (mirror polished and machine cut edge) 15 7.38.1.1 Granite stone of any colour and shade Sqm 10 3094.55 30945.5 7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black Sqm 10 2766.45 27664.5 16 marble 14.0 REPAIRS TO BUILDING 14.1S General BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 14.2 nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 17 14.2.1 Door chowkhats Each 72 1782.55 128343.6 18 14.2.2 Window chowkhats Each 72 1125.15 81010.8 14.3 Fixing chowkhat in existing opening in brick/ RCC wall with dash Each 72 217.1 15631.2 fasteners/Chemical fasteners of appropriate size (3 nos on each 19 vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, 14.4 flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. 20 14.4.1 For door/ window/ clerestory window Sqm 62 1264.35 78389.7 Renewing glass panes, with putty and nails wherever necessary 14.5 including racking out the old putty: 14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than Sqm 40 1090.65 43626 21 10kg/sqm) 14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than Sqm 40 1416.15 56646 22 12.5kg/sqm) 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and Each 20 563.9 11278 size in existing R.C.C. slab, including cutting chase, anchoring clamp to 23 reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 14.72S FINISHING 14.72 Providing and fixing double scaffolding system (cup lock type) on the Sqm 100 338.25 33825 exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as 24 approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 14.75AS ROUTINE MAINTENANCE WORK 14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust Each 20 288.1 5762 fan including providing and fixing 300 mm dia PVC pipe conforming 25 BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. 14.82 Dismantling W. C . Pan of all sizes including disposal of dismantled Each 20 134.1 2682 26 materials including malba all complete as per directions of Engineer-in- Charge. 14.85 Taking out existing wooden door shutter, repair by cutting, painting Each 20 429.1 8582 etc. and refixing of repaired door shutters to existing door frames, 27 including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. 16.0 ROAD WORK 16.21S ROAD SIGNS 16.21 per cm 500 10.55 5275 28 Engraving letters in hard stone height per letter 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with 16.43 required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.2 Cement concrete manufactured in automatic batching plant (RMC cum 45 11098.45 499430.25 29 plant) including transportation to site in transit mixer 16.44 Extra for providing and mixing hardening compound of approved Litre 400 55.5 22200 30 quality as per manufacturer's specification in cement concrete. Providing and filling in position rubberized bitumen hot sealing 16.46 compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 16.46.1 per cm 2500 8.65 21625 Providing and filling in position rubberized bitumen hot sealing depth per 31 compound for sealing of expansion joints in roads / pavements all cm width complete as per direction of the Engineer-in-Charge. per metre length 16.47S PAINTING AREA/RUNWAY MARKING Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as 16.47 approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. 32 16.47.1 New work (Two or more coats) Sqm 200 188.2 37640 16.49S MISCELLANEOUS 16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for Each 5 3050.4 15252 drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing 33 and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. 16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty Each 200 206.3 41260 body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface 34 shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 16.53 Providing and fixing concertina coil fencing with punched tape Metre 100 375.8 37580 concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. 35 staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of 16.59 size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support Each 10 7183.35 71833.5 36 length of 3750 mm 16.59.2 Cautionary /warning sign boards of equilateral triangular shape having Each 10 5559.75 55597.5 37 each side of 900 mm with support length of 3650 mm BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 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- 2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, 16.60 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). 38 16.60.1 Overhead informatory road signage Sqm 30 5879.9 176397 16.62 Providing and applying 2.5 mm thick road marking strips (retro- Sqm 250 747.8 186950 reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and 39 profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 16.63 Providing, laying and making kerb channel 30 cm wide and 50 mm Sqm 100 558.3 55830 thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick 40 ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 16.65 Providing and fixing post delineators made of ABS round body fitted Each 50 904.2 45210 with 2 nos 100 mm dia high reflective reflectors and mounted on MS 41 pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. 16.68 Providing and laying 60mm thick factory made cement concrete Sqm 100 972 97200 interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, 42 laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground level factory made kerb stone of cum 20 10117.6 202352 M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 43 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, 16.78 spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) cum 20 2784 55680 44 having CBR Value-30 16.83 Taking out existing CC interlocking paver blocks from footpath/ central Sqm 500 131.75 65875 verge, including removal of rubbish etc., disposal of unserviceable 45 material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 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 16.91 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. 16.91.1 60mm thick cement concrete paver block of M-35 grade with approved Sqm 200 1045.65 209130 46 colour, design & pattern. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color Sqm 222.5 1091.5 242858.75 47 design and pattern. 22.0 WATER PROOFING 22.1S General 22.14 Grading roof for water proofing treatment with BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone cum 3 8042.3 24126.9 48 aggregate 20 mm nominal size) 24.0 CONSERVATION OF HERITAGE BUILDINGS 24.1S General 24.1 Raking out joints of stone masonry surface to the required width and Sqm 98.92 72.45 7166.75 depth, with due care and precaution, by mechanical / manual means, 49 including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. 24.3 Cleaning the sand stone surface and removing dirt, dust, bird dropping, Sqm 500 211.05 105525 grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired 50 quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer-in- charge (The rate is inclusive of all materials & labours involved except scaffolding). Total 4282920.75