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| 1 | EARTH WORK |
| 2 | Banking excavated earth by mechanical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc..lead upto 50 m and for all lift: |
| 3 | All kinds of soil |
| 4 | Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge |
| 5 | All kinds of soil |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift up to 1.5 m, as directed by Engineer-in-charge |
| 7 | Ordinary rock |
| 8 | CEMENT CONCRETE (CAST IN SITU) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level: |
| 10 | 1:4:8 (1 Cement : 4 Coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for |
| 12 | Foundations, Footings, bases for columns |
| 13 | REINFORCED CEMENT CONCRETE |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, finishing and reinforcement-All work up to plinth level: |
| 15 | 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 natrual sources |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 19 | Thermo-Mechanically Treated bars of grade FE-500D or more |
| 20 | MASONARY WORK |
| 21 | Laterite masonry for foundation and basement up to plinth level including all cost of materials, labour charges etc. |
| 22 | With neatly dressed laterite stone of size 35x20x20cm or nearest size |
| 23 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 24 | Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 25 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 26 | STONE WORK |
| 27 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: |
| 28 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 29 | Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 grades stone aggregate 20 mm nominal size) at window sills,ceiling level and the like |
| 30 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 31 | STEEL WORK |
| 32 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 33 | GI Tubular TATA or equivalent |
| 34 | 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. |
| 35 | In gratings, frame, guard bar, ladder, railings, brackets, gates and similar works |
| 36 | Providing and fixing galvanized steel sheet over frame work for doors, gates and the like by welding/using nut, bolt and washers etc.. Including priming coat of approved steel primer etc.. Complete as per the instruction of Engineer in Charge (Frame work will be measured separately) |
| 37 | 1 mm thick galvanized steel sheet |
| 38 | FLOORING |
| 39 | Providing and laying vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm 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, levelling system and rubber mallet for placing the tiles gently and easily. |
| 40 | Glazed vitrified tiles matt/antiskid finish of size |
| 41 | Size of Tile 600 x 600 mm |
| 42 | Supplying and paving best quality highly compressed exterior grade floor paving tiles in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) |
| 43 | Providing and laying eurocone paving floor tiles in different sizes (thickness to be specified by the manufacturer) of approved make, in all colours and shades, laid on 25 mm thick cement mortar 1:4 (1 cement:4 coarse sand) , jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc.complete |
| 44 | Size of Tile 300 x 300 mm |
| 45 | ROOFING |
| 46 | Providing and fixing precoated galvanized iron profile sheetts (size, shape and ptich of corrugation as approved by Engineer-i-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 coat15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as disired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of sixe (5.5 x 55 mm) with EPDM seal, complete up to any pitch iln horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 47 | Providing and fixing precoated galvanized steel sheet roofing accessories of total coated thilckenss 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 15-18 microns using self drilling/self tapping screws complete. |
| 48 | Ridges Plain (500-600mm) |
| 49 | FINISHING |
| 50 | 12 mm cement plaster of mix: |
| 51 | 1:4 (1 cement : 4 fine sand) |
| 52 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 53 | 1:4 (1 cement : 4 fine sand) |
| 54 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) |
| 55 | Flush/ruled pointing |
| 56 | Finishing walls with Acrylic smooth exterior paint of required shade |
| 57 | New work (Two or more coat applied @ 1.67 ltr/10sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 58 | Painting with synthetic enamel paint of approved brand and manufactrure to give an even shade: |
| 59 | Two or more coats on new work |
| 60 | ROAD WORK |
| 61 | 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 &l size/shape made by table vibratory method using PU mould, laid in required colour & pattern ovfer 50 mm thick compacted bed of sand, compkacting and proper embedding /laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joinhts with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. completled all as per direction of Engineer-in-charge |
| 62 | 80 mm thick C.C paver block of M-35 grade with approved colour design and pattern |
| 63 | Providing and fixing G.I welded mesh of required width on steel frrame work by welding/using nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 64 | With 50 x 50 mm or nearest available aperature and having a wire guage of 4.8 mm |
| 65 | WATER SUPPLY |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC sovent cements, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 67 | 100 mm nominal dia pipes |
| 68 | Realigning existing Chlorinated Polyvinyl Chloride (CPVC) pipes including trenching, replacing damaged fittings wherever required, refilling & testing of joints complete as per direction of Engineer in Charge. External work (Length of extended portion will be taken seperately) |
| 69 | 100 mm nominal dia pipes |
| 70 | DRAINAGE |
| 71 | Providing and fixing FRP manhole cover with frame for manholes |
| 72 | 600 x 600 mm rectangular FRP covaer with frame of stonne carrying capacity Please Enable Macros to View BoQ information |
