Annual Maintenance work, White Washing, Painting etc. to all Service buildings, Staff Quarters, Roads, Bridges etc. for a period of Two year between New Pilkhani - Sahnewal station over EDFC Route in the unit of CGM/DFCC/Ambala.

Item Breakup - A-DSR-2021

during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 12.51 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 8 12.51.1 Ridges plain (500 - 600mm) Metre 30 450.6 13518 Total 468751.75 Item- 7 % Above or below or at par on all items of Steel work app. In ch. No. 10 of DSR 2021 ed. S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1 Structural steel work in single section, fixed Kg 600 93.05 55830 with or without connecting plate, including 1 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 12062 111.95 1350340.9 welded in built up sections, trusses and 2 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. EDFC FIELD UNIT AMBALA-CIVIL/ 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 arrangements for inside and outside locking 10.6 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 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick Sqm 50 2718.9 135945 3 top cover 10.7 Providing and fixing ball bearing for rolling Each 8 424.2 3393.6 4 shutters. 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 4500 154.9 697050 10.18 Providing and fixing circular/ Hexagonal cast Each 10 185.2 1852 iron or M.S. sheet box for 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 lid 6 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. 10.20 Providing and fixing bolts including nuts and Kg 118.94 140.15 16669.44 7 washers complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 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, Kg 1200 142.3 170760 8 railings, brackets, gates and similar works Total 2431840.94 Item- 8 % Above or below or at par on all items of Wood work app. In ch. No. 9 of DSR 2021 ed. S No. Item No Description of Item Unit Qty Rate Amount 9.0 WOOD AND P.V.C. WORK 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing nickel plated M.S. pipe 9.47 curtain rods with nickel plated brackets : 1 9.47.2 25 mm dia (heavy type) Metre 170.1 159.35 27105.44 9.72S BRASS FITTINGS Providing and fixing bright finished brass 9.74 tower bolts (barrel type) with necessary screws etc. complete : 2 9.74.2 200x10 mm Each 50.5 300.55 15177.78 9.83 Providing and fixing aluminium die cast body Each 10 1025.65 10256.5 tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, 3 embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. EDFC FIELD UNIT AMBALA-CIVIL/ 9.84 Providing and fixing aluminium extruded Each 120 856.3 102756 section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight 4 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. 9.88S CHROMIUM PLATED BRASS FITTINGS Providing and fixing special quality chromium plated brass cupboard locks with six levers of 9.90 approved quality including necessary screws etc. complete. 5 9.90.4 Size 75 mm Each 50 355.9 17795 Providing and fixing chromium plated brass 9.92 handles with necessary screws etc. complete: 6 9.92.1 125 mm Each 114 226.5 25821 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating 9.96 not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 7 9.96.2 250x16 mm Each 200 234.9 46980 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less 9.97 than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 8 9.97.2 250x10 mm Each 195 104.4 20358 9 9.97.3 200x10 mm Each 45 90.8 4086 10 9.97.4 150x10 mm Each 350 75.55 26442.5 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less 9.100 than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 11 9.100.1 125 mm Each 309 60.05 18555.45 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 9.101 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 12 9.101.1 Single rubber stopper Each 300 35.5 10650 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of 9.134 aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with 9.135 average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 13 9.135.2 With 12 mm mild steel U beading Sqm 339.86 1051.75 357447.76 Total 683431.43 % Above or below or at par on all items of White washing / Painting work app. In ch. No. 13 of DSR Item- 9 2021 ed. S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.44S EXTERIOR FINISHING EDFC FIELD UNIT AMBALA-CIVIL/ Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 Sqm 200 97.6 19520 1 kg/10 sqm) Finishing walls with Premium Acrylic Smooth 13.47 exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 Sqm 800 162.35 129880 2 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 3 13.61.1 Two or more coats on new work Sqm 650 131.45 85442.5 Painting with synthetic enamel paint of 13.62 approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an Sqm 450 191.4 86130 4 under coat of suitable shade with ordinary paint of approved brand and manufacture 13.80 Providing and applying white cement based Sqm 3500 123.85 433475 putty of average thickness 1 mm, of 5 approved brand and manufacturer, over the plastered wall 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 13.83 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 6 13.83.2 Two coats Sqm 10000 121.55 1215500 Applying priming coats with primer of 13.85 approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. Painting with synthetic enamel paint of 13.99 approved brand and manufacture of required colour to give an even shade : 7 13.99.1 One or more coats on old work Sqm 1500 86.55 129825 Painting with aluminium paint of approved 13.100 brand and manufacture to give an even shade: 8 13.100.1 One or more coats on old work Sqm 1200 79.4 95280 Finishing walls with Acrylic Smooth exterior 13.111 paint of required shade : 13.111.1 Old work (Two or more coat applied @ 1.67 Sqm 12000 111.6 1339200 9 ltr/ 10 sqm) on existing cement paint surface Total 3534252.50 Item- 10 % Above or below or at par on all items of WSD app. In ch. No. 17,18,19 of DSR 2021 ed. S No. Item No Description of Item Unit Qty Rate Amount 17.0 SANITARY INSTALLATIONS Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush 17.1 pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan Each 25 5781.35 144533.75 1 of size 580x440 mm with integral type foot rests EDFC FIELD UNIT AMBALA-CIVIL/ 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 17.2 pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic Each 30 5540.55 166216.5 2 seat and lid 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 : 17.3.1 W.C. pan with ISI marked white solid plastic Each 25 6941.3 173532.5 3 seat and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size Each 30 2275 68250 4 630x450 mm with a pair of 15 mm C.P. brass pillar taps 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, 17.10 including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 5 17.10.2.2 610x460 mm bowl depth 200 mm Each 10 3337.85 33378.5 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet Each 50 299.35 14967.5 with flexible tube upto 1 metre long with S.S. 6 triangular plate to Eureopean 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 controlled device 17.18 (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 7 17.18.1 10 litre capacity - White Each 50 1023.05 51152.5 Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 8 17.28.2.2 40 mm dia Each 100 104.35 10435 Providing and fixing mirror of superior glass (of approved quality) and of required shape 17.32 and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 9 17.32.2 Rectangular shape 453x357 mm Each 25 1158.95 28973.75 EDFC FIELD UNIT AMBALA-CIVIL/ 17.72 Providing and fixing PTMT towel ring Each 20 204.7 4094 trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from 10 wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP 17.73 brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of Each 25 600.35 15008.75

of 88 mm, weighing not less than 190 gms. 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 including all CPVC plain & brass threaded fittings This 18.9 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 12 18.9.1 15 mm nominal dia Pipes Metre 250 221.35 55337.5 13 18.9.2 20 mm nominal dia Pipes Metre 150.32 275.25 41375.58 14 18.9.6 50 mm nominal dia Pipes Metre 50 811.85 40592.5 15 18.9.9 100 mm nominal dia Pipes Metre 101 2811.75 283986.75 18.15S BRASS FITTINGS Providing and fixing brass stop cock of 18.16 approved quality : 16 18.16.2 20 mm nominal bore Each 30 327.95 9838.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 17 18.46.6 50 mm nominal bore Each 50 706.7 35335 18.48 Providing and placing on terrace (at all floor Litre 10000 9.7 97000 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 18 locking 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 18.53A Providing and fixing C.P. Brass extension Each 40 61.7 2468 nipple (size 15mmx50mm) of approved make 19 and quality as per direction of Engineer-in- charge. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.3 15 mm nominal bore, 165 mm long, Each 100 156.65 15665 20 weighing not less than 110 gms Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.2 20 mm nominal bore, 89 mm long, weighing Each 54 113.85 6147.9 21 not less than 88 gms 19.0 DRAINAGE Extra for depth beyond 45 cm of brick 19.31 masonry chamber : EDFC FIELD UNIT AMBALA-CIVIL/ Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of 19.35 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 22 19.35.2 600 mm dia RCC pipes. Metre 30 3051.55 91546.5 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of 19.36 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 23 19.36.2 600 mm dia RCC pipes. Metre 25 3519.85 87996.25 Total 1477832.23 Item- 11 % Above or below or at par on all items of Road work app. In ch. No. 16 of DSR 2021 ed. S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 1 16.3.3 53 mm to 22.4 mm size stone aggregate cum 12 1837.25 22047 16.4 Laying, spreading and compacting stone cum 12 865.8 10389.6 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 2 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 3 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 150 45.2 6780 16.40S SEAL COAT 16.40 Providing and laying seal coat of premixed Sqm 400 79.85 31940 fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 4 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.41 Providing and laying seal coat over prepared Sqm 157.92 106.1 16755.31 surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of 5 stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. 16.49S MISCELLANEOUS EDFC FIELD UNIT AMBALA-CIVIL/ Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the 16.57 required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer- in-Charge. 16.57.1 40/50 mm compacted thickness with bitumen cum 25 10870.75 271768.75 of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% 6 (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. 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, rivets or bolts & nuts 16.60 @ 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). 7 16.60.1 Overhead informatory road signage Sqm 17 5609.55 95362.35 16.68 Providing and laying 60mm thick factory Sqm 800 951 760800 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in 8 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. 16.83 Taking out existing CC interlocking paver Sqm 25 108.65 2716.25 blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping 9 ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. EDFC FIELD UNIT AMBALA-CIVIL/ 16.84 Laying old cement cocrete interlocking paver Sqm 150 362.3 54345 blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of 10 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 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 Sqm 153.32 932.35 142947.9 11 M-35 grade with approved colour, design & pattern. Total 1415852.16 % Above or below or at par on all items of all chapters app. In DSR 2021ed. except above chapters Item- 12 from S.No. 1 to 11. S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Manual Labour including loading, 1.2 unloading and stacking for lead less than 0.50 KM Sand, stone aggregate below 40 mm nominal 1.2.5 size 1.2.5.1 Cost of carriage including loading, unloading cum 62.71 234.05 14677.28 1 & stacking for first 50 metres 1.2.7 Soling stone 1.2.7.1 Cost of carriage including loading, unloading cum 70 275.35 19274.5 2 & stacking for first 50 metres 1.2.8 Bricks 1.2.8.1 Cost of carriage including loading, unloading 1000 10000 436.9 4369 3 & stacking for first 50 metres Nos. Stone blocks,G.I.,C.I. Stainless Steel pipes 1.2.11 below 100 mm dia and other heavy material 1.2.11.1 Cost of carriage including loading, unloading Tonne 55 170.89 9398.95 4 & stacking for first 50 metres 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 2.8 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 5 2.8.1 All kinds of soil. cum 250 286.85 71712.5 EDFC FIELD UNIT AMBALA-CIVIL/ Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning 2.10 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 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 50 417.35 20867.5 6 not exceeding 300 mm dia 2.25 Filling available excavated earth (excluding cum 70 253.95 17776.5 rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, 7 consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.25A Excavating, supplying and filling of local cum 550 368.65 202757.5 earth (including royalty) by mechanical transport upto a lead of 5km also including 8 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand under cum 50 2161.2 108060 9 floors, including watering, ramming, consolidating and dressing complete. Surface dressing of the ground including removing vegetation and in-equalities not 2.28 exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 10 2.28.1 All kinds of soil Sqm 500 28.15 14075 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, 2.30 including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. 11 2.30.1 All kinds of soil Each 20 89.9 1798 2.31 Clearing jungle including uprooting of rank Sqm 2000 14.5 29000 vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a 12 height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.32 Clearing grass and removal of the rubbish up Sqm 10000 7.4 74000 13 to a distance of 50 m outside the periphery of the area cleared. 8.0 CLADDING WORK Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing 8.8 including drilling necessary holes and the cost of bolt etc complete. 8.8.1 Wedge expansion type 14 8.8.1.3 Fastener with threaded dia 12 mm Each 50 52.85 2642.5 8.20S STONE WORK DRY CLADDING EDFC FIELD UNIT AMBALA-CIVIL/ 8.32 Designing, fabricating, testing, installing and Sqm 2 4474.2 8948.4 fixing in position Curtain 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 and 15 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 10 2007.1 20071 16 equivalent design mix) 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 25 1239.6 30990 17 equivalent design mix) EDFC FIELD UNIT AMBALA-CIVIL/ 15.3 Demolishing R.C.C. work manually/ by cum 2 2928.1 5856.2 mechanical means including stacking of steel 18 bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 19 15.7.4 In cement mortar cum 5 1698.45 8492.25 15.56 Dismantling old plaster or skirting raking out Sqm 50 45.05 2252.5 joints and cleaning the surface for plaster 20 including disposal of rubbish to the dumping ground within 50 metres lead. 21.0 ALUMINIUM WORK Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent Kg 40 433.95 17358 or dyed to required shade according to IS: 21 1868, Minimum anodic coating of grade AC 15) 21.1.1.2 Powder coated aluminium (minimum Kg 320 466.3 149216 22 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent Kg 87.9 531.8 46745.22 or dyed to required shade according to IS: 23 1868, Minimum anodic coating of grade AC 15) 21.1.2.2 Powder coated aluminium (minimum Kg 383.24 564.8 216453.95 24 thickness of 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 21.2 panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.2 Pre-laminated particle board with decorative Sqm 30 951.05 28531.5 25 lamination on both sides EDFC FIELD UNIT AMBALA-CIVIL/ Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 36 1019.8 36712.8 26 (weight not less than 10kg/sqm) 21.3.2 With float glass panes of 5 mm thickness Sqm 30 1325.55 39766.5 27 (weight not less than 12.50 kg/sqm) Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be 21.7 done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. 21.7.1 Anodised aluminium sheet 2.5mm thick Kg 30 603.3 18099 (anodised transparent or dyed to required 28 shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.13 Providing and fixing Brass 100mm mortice Each 32 449.55 14385.6 latch and lock with 6 levers without pair of 29 handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. Total 1234288.15

Item Breakup - B-USSOR - 2021

Neat Cement Grout with 20% anti shrinkage Kg compound w.r.t. cement.

Cement Sand Mortar (1:1) Grout with 20% Kg anti-shrinkage compound w.r.t. cement.

Dewatering of natural or accumulated water HP from any location. Payment to be done for Hour Horse power of pump multiplied by pumping hours.

Clearing waterway of major & minor bridges Metre by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. EDFC FIELD UNIT AMBALA-CIVIL/ Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar with Hour minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n-Carry Hour crane of 12T capacity for misc. works of handling of material

Tractor with Trolley for local transportation or Hour other misc. works. Total 19874378.70

Item Breakup - C-NS ITEMS

Per Safaiwala cum Mali cum Pump Operator Month

Per Carpenter cum plumber with assistant. Month

Upkeeping of Station/Running Room/Rest Per House/IMD/ IMSD & Running rooms Month

Per Genitor Month

Per House upkeep sanitary materials . Month Total 23459736.00