|
| 1 | Screening the gravel collected from around the foundations. |
| 2 | Stacking the gravel collected from around the foundations. |
| 3 | Re-spreading of gravel in the yard area in 3'' thick layer after finishing of foundations. |
| 4 | Earth Work in Excavation in foundation trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres. |
| 5 | Earth filling under floors with surplusordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 6 | Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 1000 metres |
| 7 | Dismantling brick work tile, masonry or tile lining-In cement |
| 8 | Dismantling cement conglomerate floors 25mm to 50mm thick including concrete base. |
| 9 | Scraping-Bricks dismantled from brick work in lime or cement. |
| 10 | Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam. |
| 11 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering includingattached pilasters buttresses etc. |
| 12 | Centering and Shuttering for Columns |
| 13 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 14 | Centring & shuttering for flat surfaces such as suspended floors, roofs landings etc. |
| 15 | Cement concrete 1:8:16 With stone aggregate 40mm gauge |
| 16 | Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 17 | Cement Concrete 1:5:10 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type. |
| 18 | Cement Concrete 1:2:4 with stone ballast or shingle(mixing by mechanical means using Concrete mixer volumetric type. |
| 19 | DPC 7.5 Cm thick of CC 1:2:4 with 2- coats of bitumen 20/30 penetration @1.65 kg/sqmtr laid hot & sanded. |
| 20 | Reinforced cement Concrete M-20 mechanically batch mixed IN Fdn/Plinth using batch type Concrete mixer as per IS:791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. |
| 21 | Reinforced cement concrete M-20mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 22 | Extra for using needle vibrator where not included in the rates |
| 23 | First Class Burnt Brick Work laid in cement sand mortar 1:7 in Foundation and plinth. |
| 24 | First Class Burnt Brick Work laid in cement sand mortar 1:6 in Foundation and plinth. |
| 25 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 26 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 27 | Ist class burnt brick work laid in cement sand mortar 1:4 in 1st storey up to 4.00 mtr above plinth level. |
| 28 | Extra for brick work done above 4.00 mtrs for every adition al ht of 2.00 mtrs. (Parapet ) |
| 29 | 115mm Thick Brick Wall in cement sand mortar 1:4 without reinforcement in Foundation and plinth. |
| 30 | Terracing consisting of tiles 22.86x11.43x3.83 cm laid over 25mm mud plaster 7.5cm mud filling on another level of 25 mm mud plaster i/c 2-coats of bitumen laid hot @ 1.65 kg/sqmtr on top of RCC slab i/c grouting with cement sand mortar 1:4 & top surface to be left clean after wire brushiing. |
| 31 | Top Khurra 0.6mx0.6m for rain water pipe in25mm thick cement concrete 1:2:4 over 50.00thick cement concrete 1:8:16 |
| 32 | Bottom Khura on ground 1.2m x 0.6m consisting of brick on edge in cement mortar 1:3 over 75 mm CC of 1:8:16 i/c 12.5 mm thk Cement plaster 1:3. |
| 33 | CC gola 1:2:4 10 cm x 10 cm concave quardant along junction of roof with parapet finished smooth |
| 34 | Providing and Fixing ceiling consisting of 12.5mm thick Gypsum Board of any size G.I. Cradling hanged from the ceiling by means of G.I. Hanger complete as per drawings,specifications and totheentire satisfaction of engineer-in- charge. |
| 35 | Providing and fixing 110 mm dia . U.P.V.C Rainwater pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item). |
| 36 | P&F110 mm dia SWR UPVC bend for rain water pipe as per IS:14735. |
| 37 | Plinth protection in flat brick flooring in CM 1:4 on 4\\" CC 1:8:16 and 4\\" sand filling |
| 38 | Base course of floor consisting of 100 mm thick CC 1:8:16 & 100 mm sand filling. |
| 39 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material. |
| 40 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material. |
| 41 | Providing and laying Double charged vitrified floor tiles indifferent sizes in light colour shades made using Soluble Salt Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Soluble salt Print Penetration should be up to 1 to 2 mm after the tiles are fired & polished ).-Size 600x600 mm |
| 42 | 12.5mm Thick Cement Plaster 1:3 |
| 43 | 12.5mm Thick Cement Plaster 1:4 |
| 44 | 20 mm Thick Cement Plaster 1:4 |
| 45 | 12.5 mm thick cement plaster 1:5 |
| 46 | 20mm thick cement plaster 1:5 in twocoats work |
| 47 | 20mm thick cement plaster 1:6 in twocoats work |
| 48 | Plastering on underside of ceiling 10mmthick cement plaster 1:4 |
| 49 | 20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical |
| 50 | Bearing plaster of 10mm th cement mortar of ratio 1:3 |
| 51 | Preparation of plastred surface or concrete surface for painting PE (incluiding sand papering the surface ) using ready mixed cement based wall putty by applying 2-coats to get required finish. |
| 52 | Finishing walls with acrylic smooth exterior paint of required shade with 2-coats applied @ 1.67 ltr/10 sqmtr over & incluiding base coat of water proofing cement paint applied @ 2.20 Kg / 10 sqm. |
| 53 | Wall painting with Plastic emulsion paint of approved brand in two coats |
| 54 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)(i)For shutter area below 0.50 sqm |
| 55 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete |
| 56 | Providing and fixing aluminium work for doors,windows, ventilators & built up standard tubular sections & other sections 733 & IS 1285 of Jindal / equivalent make approved ny engg incharge fixed with rawl plugs & screws with fixing clips or with expansion hold fastners i/c necesasry fitting up to gap at junctions, top, bottom a7 sides reqiored PVC plugs Aluminiumsections shall be smooth rusat free straight & jointed mechanically complete as per architectural drawings & the directions of engineer incharge.-Fixed portion for chowkats |
| 57 | Shutters of doors / windows/ cup Boards |
| 58 | Providing and fixing 12mm thickprelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames withC.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminatedparticle board with decorativelamination on Both side. |
| 59 | P&F glazing in aluminium doors windows ventilators shutters & partitions as per architectural drawings and the directions of engineer incharge -Float glass panes of 5 mm thickness |
| 60 | Providing and fixing aluminum sliding doorbolts ISI marked anodized (anodic coatingnot less than grade AC 10 as per IS :1868) transparent or dyed to requiredcolour or shade with nuts and screws etc.complete :-250mm x 16mm |
| 61 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS |
| 62 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-FLATS |
| 63 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position completein all respects.-Above 20mm dia bars |
| 64 | Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete. |
| 65 | Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material frommarket to workshop & workshop to site of work. |
| 66 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high halfbrick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 67 | Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-From 0 to 15 m. |
| 68 | Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-Exceeding 15 m but upto 30 m. |
| 69 | Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm-Exceeding 30 m. |
| 70 | Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) BClass including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting withanti corrosive bitumastic paint, testing,cutting, threading Inside building complete.-15mm i/d |
| 71 | 20mm i/d |
| 72 | Providing, fixing and jointing G.I UnionCouplings(of approved make with theapproval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect-15mm i/d G.I. Union. |
| 73 | 20mm i/d G.I. Union |
| 74 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish whererequired.-Through wall 22.86 cm thick |
| 75 | Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner -100mm i/d pipe |
| 76 | Cutting holes upto 23cm square for pipes in flooring and roofs of bricks, tiles with lime concrete or cement concrete and making good the same & finishing according to existing finish where required.Through floor or roof 15.00cm thick |
| 77 | Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineerin- charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic.-All classes of soil except rocky |
| 78 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses,sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soilclear from the excavation and subsequent filling around plinth/structures includingwatering dressing and disposal of surplus soils as directed upto 15 metre complete in allrespects.-Depth upto 1.5 m B.G.L-All classes of soil except rocky |
| 79 | Providing and fixing RCC manhole covers only 500mm i/d RCC man hole cover only as per ISI-Heavy duty |
| 80 | 450mm i/d RCC man hole cover onlyas per ISI-Light duty |
| 81 | Construction of brick masonry inspection chambers size as given below upto 0.60metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with afloating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.Size 450mm x 450mm inside with RCC455mm x 455mm cover and frame light duty double seal |
| 82 | Extra for every 0.30 metre depth ofinspection chamber.-450mm x 450mm inside |
| 83 | Providing and fixing in position Chinaware European type water closet P trap or S trapof approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 84 | Extra for providing and fixing C.P. Brass short flush bend 32mm instead of PVC short bend. |
| 85 | Chinware white Indian make flat back or angular lipped front small urinals size 265x315x440mm approved make (to the approval of the Engineer-in-charge) with C.P. brass tube connection 300 mm longcomplete in all respect. |
| 86 | Providing and fixing P.V.C Waste PipeCollapsiable 32mm complete in all respect. |
| 87 | chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge)consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including RackBolt Screw Pair 115mm long complete in all respect.-Size 550 mm x 400 mm x 815 mm |
| 88 | Providing and fixing in position 32 mm dia G.I waste pipe embedded in wall upto floor level including cost of fittings complete as required by the Engineer-in-charge. |
| 89 | Providing and fixing vitreous chinawarepedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect.-Vitreous chinaware standard whitepedestal for wash hand basin. |
| 90 | Providing and fixing in position stainlesssteel sinks of approved make (to theapproval of Engineer-in-charge) 1mmthick,grade-304 (18/8) with waste couplingcomplete in all respect.-Rectangular Sink with DeluxeBorder Single Bowl Overall Size700 mm x 555 mm x 230 mm |
| 91 | Providing and fixing in position towel rails /ring of approved make (to the approval ofEngineer-in-charge ) fixed in with rawl plugsembedded in walls with brass screwscomplete in all respect.-C.P. brass towel Rails size 15mmdia 610mm long |
| 92 | Providing and fixing in position C.P. Acrylic shelf with C.P.bracket and guard rails of approved make (to the approval of Engineerin-charge ) fixed in with rawl plugs and C.P brass screws complete in all respect.-CP brass Acrylic Shelf size560mmx130mm |
| 93 | Providing & Fixing in position 5mm thickbevelled edge mirror of superior glass (ofapproved make) complete with 4mm thickhard board backing fixed in with rawl plugs50mm, C.P. brass screws and washers andS/S Studs on top complete in all respect (asrequired by the Engineer-in- Charge)-Size 600mmx450mm |
| 94 | Providing & Fixing in postion 15 mm i/d bibcock of approved make (to the approval ofEngineer-in-charge )complete in all respect.-C.P. brass Bib cock long nose/long body foam flow withoutflange |
| 95 | Providing & Fixing in postion stop cock /Angle valve of approved make (to theapproval of Engineer-in-charge ) complete in all respect.-C.P.brass 15mm stop cock Male and female end |
| 96 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete inall respect.-PVC tube connection of size 15mm x 450 mm with C.P. Brass nut |
| 97 | Providing and fixing in position gully traps fixedin cement concrete 1:4:8 complete withGrating 150mm x 150mm, cover and frameclear opening 300mm x 300mm and out of side size 330mm x 330mm and chamberincluding cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standarddesign minimum depth of water should be 150 mm with a minimum seal 50mm.-100mm internal Diametre S.W.gullytrap with H.C.I. grating and cast ironcover weighing approximately 7.26 kg.and frame clear opening 300mm x300mm and out of side size 330mm x330mm |
| 98 | wiring fan point with fan box |
| 99 | wiring light point |
| 100 | wiring 6 amp plug control |
| 101 | wiring 16/20amp power plug control point |
| 102 | Supply and erection of PVC insulated FR single core copper conductor cable suitable up to 1100 volts grade -overall size 1.5 sqmm |
| 103 | overall size 2.5 sqmm |
| 104 | overall size 4 sqmm |
| 105 | Supply and erection of heavy gauge PVC conduit pipe 25mm dia on surface for wiring purposes including bend ,junction boxes, etc |
| 106 | Supply and erection of MCB single pole 0.5-4amp (10KA,curve-C)for circuit protection against overload and short circuit control fault suitable for 240/415 volts |
| 107 | Miniature circuit breaker triple pole 0.5 to 4amp. (Breaking capacity 10kA, Curve-C) suitable for 240/ 415 volts 50cycles AC supply |
| 108 | SP&N Double Door Distribution Board 12 way each |
| 109 | Ceiling Rose (Flush Piano type) |
| 110 | Non Scheduled Items |
| 111 | MS cleats 65x65x6 mm- 19 mm for T/F plinth |
| 112 | Provding & fixing base plate 235x220x12 mm for transformer plinth. |
| 113 | P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing. |
| 114 | Providing and fixing of M.S. Cable racks made out of M.S. flat 75x6 mm or M.S. angle 40x40x6 mm complete in all respects as per drawing. |
| 115 | Providing & Fixing MS Chequred plates of 5 mm thickness complete as per directions of Engineer-in-Charge |
| 116 | P&F Angle Iron Nozzing 50x50x3 |
| 117 | Providing & Fixing MS nosing made of angle of size 30x30x3 mm with MS flat of 15x4 mm and 6 mm dia steel bar complete as per drawing and directions of Engineer-in-Charge |
| 118 | S&F Tr cover 2'6''x1'9''-T-4 as per Specification no. 13 |
| 119 | S&F Tr Cover 0.65mx0.65m (2' 2''x2' 2'') -T-3 as per Specification no. 13 |
| 120 | S&F Tr Cover 0.65mx0.65m (3' 4''x1' 6'') -P-Type as per Specification no. 14 |
| 121 | Fixing of templates along with foundation bolts as per Drg. |
| 122 | P&F Wire guage to aluminium chowkhat with screws etc. complete in all respectas directed by engineer incharge. |
| 123 | Supplying & Fixing of General purpose tube fitting of Crompton make on wall of 1X36 W T-5 (CFL). |
| 124 | Providing & fixing ceilling fans standard make 1400mm sweep of cool breeze range with regulator Crompton Make. |
| 125 | Supplying & Fixing exhaust fan 18'' sweep of Crompton make including louver (Model T5JB1328EB) 1x28 W T-5. |
| 126 | S/F Ceiling light of 2\\"x2\\"of crompton make 42 Watt( Model- CFFQ-11336 including Tube rods). |
| 127 | 12 mm dia Anchor bolts 300 mm long |
| 128 | Supplying & spreading of crushed stone ¾” nominal size (20mm)in 3” (75mm) thick layer in the switch Yard Area marked or as per direction of the Engineer-In-Charge i/c levelling & removal of grass at site. |
| 129 | Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete. |
| 130 | Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete. |
| 131 | Disposal of malba including loading and disposing upto a lead of 1.0 KM complete as per satisfaction of engineer-in-charge |
| 132 | Disposal of malba including loading and disposing upto a lead of 2.0 KM complete as per satisfaction of engineer-in-charge |
| 133 | Recovery of bricks dismantled |
| 134 | Recovery of brick bats |
| 135 | Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable) |
| 136 | cement |
| 137 | Steel |
| 138 | Fine sand |
| 139 | Bricks |
| 140 | Coarse aggregate 13.2/12mm |
| 141 | Coarse aggregate 11.2/10mm |
| 142 | Coarse sand |
| 143 | Stone metal 40mm Please Enable Macros to View BoQ information |
