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| 1 | Earth work in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees,, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in herd soil es per specificatlon and directian of E/I(Vide cleseitfioetion of soil item_B) |
| 2 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered ,rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). |
| 3 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth & floor including ramming & watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 5 | Providing and laying in position cement concrete of specified grade |excluding the cost of centering and shutfering All work up to plinth level:1:2:4 (1 cement: 2 coarse sand (zone-1) :4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in positionspecified grade of reinforaed cement concrete, excluding the cost of centering, shutterhe. finishing and reinforcement- All work upto plinth level.1.5:3 (1 cement: 1.5 course sand (zone-1): 3 graded stone geregate 20 mm nominal size) |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts |
| 9 | Providing TOR Steel reinforcement of 10mm ,12mm ,& 16mm. dia bars as per apporoved design and drawing excluding carrige of bars to work site ,cutting ,bending , and bending with annealed wire with cost of wire , removal of rust , placing the rods in position all cpomplete as per building specification and direction of E/I .TMTC-500 8mm dia |
| 10 | TMTC-500 10mm dia |
| 11 | TMTC-500 12mm dia |
| 12 | TMT-500 16mm dia |
| 13 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement50% Grey cement |
| 14 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm 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 bothside of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches 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. |
| 15 | 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 steelprimer, including welding and bolted with special shaped washers etc. complete.10.16.1 Hot finished welded type tubes |
| 16 | CARRIAGE OF MATERIALSLocal Sand |
| 17 | Stone Chips |
| 18 | Brick |
| 19 | Cement |
| 20 | Steel |
| 21 | Add 18% for G.S.T. |
| 22 | Labour Cess Please Enable Macros to View BoQ information |