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| 1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand):as per DSR:(Vol.-1):2023 Item 6.4.2 |
| 2 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : in 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR:(Vol.-1):2023 Item 5.2.2 |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).as per DSR:(Vol.-1):2023 Item 5.3 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DSR:(Vol.-1):2023 Item 5.9.3 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per DSR:(Vol.-1):2023 Item 5.9.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR:(Vol.-1):2023 Item 5.9.6 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges as per DSR:(Vol.-1):2023 Item 5.9.19 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level of Thermo-Mechanically Treated bars of grade Fe-500D or more as per DSR:(Vol.-1):2023 Item 5.22.6 & 5.22A.6 |
| 9 | Providing and fixing ISI marked flush door shutters conforming to IS 2202 (part I) decorative type core of block board construction with frame of Ist class hard wood and well matched teak 3ply veneeing with vertical grains or cross bands and face veneers on both faces of shutters 35mm thick including ISI marked stainless steel butt hinges with necessary screws As Per DSR code no.9.20 @ 3473.85 |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works10.25.2 |
| 11 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) as per DSR:(Vol.-1):2023 Item 13.1.2 |
| 12 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) as per DSR:(Vol.-1):2023 Item 13.2.2 |
| 13 | Providing and laying Vitrified tiles in floor in Glazed vitrified floor tiles polished finish of size 600x600mm (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 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. as per DSR:(Vol.-1):2023 Item 11.41A.1.1 |
| 14 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, 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 grouting the joints with white cement and matching pigments etc., complete. as per DSR:(Vol.-1):2023 Item 11.39 |
| 15 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 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 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 as per DSR:(Vol.-1):2023 Item 8.31 |
| 16 | Kota stone slab flooring over 22 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick as per DSR:(Vol.-1):2023 11.26.1 |
| 17 | Distempering Two or more coats on new work with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour over and including water thinnable priming coat with cement primer having VOC content less than 50 gms/litre, as per manufacturer's specification. as per DSR:(Vol.-2):2023 13.41.1 |
| 18 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 Ltr/10 sqm):. as per DSR:(Vol.-2):2023 13.47.1 |
| 19 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR:(Vol.-2):2023 Item 13.80 |
| 20 | Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture as per DSR:(Vol.-2):2023 Item 13.48.3 |
| 21 | Providing and fixing on wall face unplasticised 110mm dia Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per DSR:(Vol.-2):2023 12.41.2 |
| 22 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door, Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places |
| 23 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (±0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineerin-charge. Extruded section profile size 48x40 mm |
| 24 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes with ISI marked MS pressed butt hinges bright finished of required size with necessary screws 35 mm thick @3524.85 |
| 25 | Float glass panes 4 mm thick glass pane (weight not less than 10 kg per sqm) @2241.80 |
| 26 | S/Fixing of infomatary M.S sign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503 APPROVED BY SE RED VARANASI |
| 27 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 28 | Group C |
| 29 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 30 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 31 | 2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 32 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 33 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 34 | 5/6 A switch |
| 35 | 3 pin 5/6 A socket outlet |
| 36 | 15/16 A switch |
| 37 | 6 pin 15/16 A socket outlet |
| 38 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 39 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 40 | Upto 450 mm sweep |
| 41 | Supplying and fixing following way, Single pole and neutralsheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 42 | 12 way Double door |
| 43 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 44 | Single pole |
| 45 | Supply and fixing following rating ,double pole, 240 V, isolated in the existing MCB DB complete with connections , testing and commisioning etc.as required. |
| 46 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 47 | Lighting Fixtures (Lights/Fans) : |
| 48 | Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . |
| 49 | Miscellaneous Items : |
| 50 | Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. |
| 51 | 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 (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 53 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 54 | a)White Vitreous China Flat back wash Basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 55 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 56 | a) 15 mm nominal bore |
| 57 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 58 | a) 15 mm nominal bore |
| 59 | Providing & fixing cast iron trap of self cleaning design with or without ventarm complete, including cost of cutting & making good the walls & floors. |
| 60 | a) 100mm inlet & 75mm outlet. |
| 61 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 62 | 75 mm |
| 63 | 110 mm |
| 64 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 65 | Single tee without door 75x75x75 mm |
| 66 | Bend 87.5° 75 mm bend |
| 67 | External work |
| 68 | 25 mm nominal dia Pipes |
| 69 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. |
| 70 | 15mm dia nominal bore |
| 71 | 20mm dia nominal bore |
| 72 | 25 mm nominal dia Pipes |
| 73 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 74 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 75 | a) 25mm dia nominal bore |
| 76 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 300 mm dia I/C as per dsr 2023 code 23.1.1.1 |
| 77 | 300 mm dia |
| 78 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia I/c as per dsr 2023 code 23.3.1 |
| 79 | 100 mm nominal size dia |
| 80 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia I/c as per dsr 2023 code 23.4.1 |
| 81 | 100 mm nominal size dia |
| 82 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.I/c as per dsr 2023 code 23.7 |
| 83 | Development of tube well in accordance with 1S : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories efc., all as per requirement and direction of Engineer-in-charge.I/c as per dsr 2023 code 23.12 |
| 84 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia I/c as per dsr 2023 code 23.13.1 |
| 85 | 100 mm dia |
| 86 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp I/c as per dsr 2023 code 23.14.1 |
| 87 | 100 mm dia |
| 88 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per 1S:2800 (part I) 100 mm dia I/c as per dsr 2023 code 23.15.1 |
| 89 | 100 mm dia |
| 90 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore I/c as per dsr 2023 code 18.12.4 |
| 91 | 32 mm dia nominal bore |
| 92 | Supply of submersible pump of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete for installation in bore well of min 110 mm inner dia preferably more and having under noted specifications. (1.5 H.P.Pump with Starter) |
| 93 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.DSR 15.7.4 |
| 94 | 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), 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. All kinds of soil DSR 2.8.1 |
| 95 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 |
| 96 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2 |
| 97 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 |
| 98 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 |
| 99 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 100 | Brick Work with common burnt clay ( non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) DSR 6.1.2 |
| 101 | Brick Work with common burnt clay ( non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) DSR 6.4.2 |
| 102 | 1:6 (1 cement: 6 fine sand) code-13.1.2 |
| 103 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 |
| 104 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 0.90 kg/10 Sqm. DSR 13.47.1 |
| 105 | Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 106 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 |
| 107 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 |
| 108 | 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), 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. All kinds of soil 2.8.1 |
| 109 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 110 | M-150 brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc required for proper completion of work. |
| 111 | Partition |
| 112 | R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 (1cement : 1.5coarse sand : 3stone ballast) in Slab, excluding supply of reinforcement and its bending with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 113 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 114 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 115 | (1:6) cement : c. sand |
| 116 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 117 | C.I. Pipe (100 mm dia) |
| 118 | C.I.cowel. |
| 119 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Please Enable Macros to View BoQ information |
