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| 1 | Building maintenance |
| 2 | 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 3 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 4 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 5 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 6 | 5.3Reinforced cement concrete work in beams, suspended floors, roofs, having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (ZoneIII) derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 7 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 8 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 9 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 11 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 12 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 13 | 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 14 | 11.39Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm ormore (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 20mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the jointswith white cement and matching pigments etc., complete. |
| 15 | 8.31Providing 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 complete. |
| 16 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 17 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 18 | 10.6.1Supplying 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 endby end locks, mounted on specially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springsmanufactured 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.80x1.25mm M.S. laths with 1.25 mm thick top cover |
| 19 | 10.7Providing and fixing ball bearing for rolling shutters. |
| 20 | 21.17Providing and fixing anodised aluminium grill ( anodised transparent or dyed torequired 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 existingwindow frame with C.P brass/stainless steel screws @ 200 mm centre to centre,including cutting the grill to proper opening size for fixing and operation of handlesand fixing approved anodised aluminium standard section around the opening, allcomplete as per requirement and direction of Engineer-in-charge.(Only weight of grillto be measured for payment ). |
| 21 | 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work |
| 22 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 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 |
| 23 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 24 | OD62362/2024-2025Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoidscratches during transportation and should be supplied in single length upto 12 metreor as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/selftapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. |
| 25 | 50.9.1.1Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately), using good quality Anjili wood /jack wood |
| 26 | 50.9.3.1Providing and fixing paneled or paneled and glazed shutters for doors, windows andclerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws, excluding panelingwhich will be paid for separately, all complete as per direction 0f Engineer in- charge.using Anjili/ Jack wood |
| 27 | 50.9.4.1Providing and fixing paneling or paneling and glazing in paneled or paneled andglazed shutters for doors, windows and clerestory windows (Area of opening forpanel inserts excluding portion inside grooves or rebates to be measured) paneling forpaneled or paneled and glazed shutters 25 mm to 40 mm thick using good qualityAnjili/ Jack wood |
| 28 | 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 29 | 50.18.7.2.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer -in-Charge 20 mmdia 10 Kgf/cm2- Internal work - Exposed on wall |
| 30 | 50.18.7.3.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 25 mmdia 10Kgf/ cm2- Internal work- Exposed on wall |
| 31 | 50.18.7.6.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge 50 mmdia 10 Kfg/cm - Internal work- Exposed on wall |
| 32 | 50.18.9.7.1Providing and fixing PVC pipes includings of pipes with one step PVC solventcement, trenching refilling & testing of joints complete as per direction of Engineer inCharge. 63 mm dia 6Kgf/cm2 |
| 33 | 17.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Washbasin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 34 | 9.117.2Providing and fixing factory made uPVC door frame made of uPVC extrudedsections having an overall dimension as below (tolerance ±1 mm), with wall thickness2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized bracketsand stainless steel screws, joints mitred and plastic welded. The hinge side vertical ofthe frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete asper manufacturer\"s specification and direction of Engineer-in-chargeExtruded sectionprofile size 42x50 mm |
| 35 | 9.118.1Providing and fixing to existing door frames24 mm thick factory made PVC doorshutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and railsmitred and joint at the corners by means of M.S. galvanised/plastic brackets of size75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles ofthe shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm(± 0.1 mm) wall thickness. The lock rail made up of \"H\" section, a uPVC hollowsection of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutterstyles by means of plastic/galvanised M.S. \"U\" cleats. The shutter frame filled with auPVC multi-chambered single panel of size not less than 620 mm, having over allthickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled verticallyand tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod andfastened with nuts and washers, complete as per manufacturer\"s specification anddirection of Engineer-in-charge( For W.C. and bathroom door shutter). |
| 36 | ROAD DEVELOPMENT |
| 37 | 8.3.2.AEarthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical meansA) Excavation in soil in Hilly Area by mechanical means including cutting andtrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and alead upto 20 m as per Technical Specification Clause 1603.1 |
| 38 | 8.3.4Earthwork in Hill Road (iv) Excavation in Hilly Areas in Ordinary Rock bymechanical means not requiring blasting Excavation in hilly area in ordinary rocknot requiring blasting by mechanical means including cutting and trimming of slopesand disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause1603.2. |
| 39 | 8.3.5.AEarthwork in Hill Road (v) Excavation in Hilly Areas in Hard Rock requiringblasting A) Excavation in hilly areas in hard rock requiring blasting, by mechanicalmeans, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as perClause 1603.2. |
| 40 | OD56198/2024-2025DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2mlong (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depthof 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. |
| 41 | OD56200/2024-2025filling with quarry muckfilling up low lying and water logged areas with local material/quarry muck spreadingin layers, leveling the top at site and consolidation by ramming etc. Complete forimproving the CBR value of subgradeachieve the desired density, complete as perTechnical Specification Clause 401. (ii) For Grading II Material |
| 42 | 11.4.3.2Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C.grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed) |
| 43 | 11.8Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 44 | 12.5.2.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For heightupto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) |
| 45 | 12.5.3Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For heightupto 5 m III. R.C.C grade M 20 |
| 46 | 13.1.1.1Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i)For nominal mix 1:2:4 |
| 47 | 75.8.1Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) asrequiredincluding compaction, finishing and tamping etc .complete. Max. size ofcourseaggregate not exceeding 25mm , mixed in concrete mixer etc complete asperspecification(i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information |
