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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil. |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressing tocamber and consolidating with road roller including making good the undulationsetc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres. |
| 3 | Dumping of stone including cost of stones in horizontal on level. |
| 4 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominalsize). |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 8 | Providing and laying 60mm thick faciory made cement in required colour andpattern over and including 50mm thick compacted bed of coarse sand, filling theconcrete interlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laid jointswith line sand etc. all complete as per the direction of Engineer-in-charge. |
| 9 | Carriage of material from source to site of work by MT including loading , unloading and stacking complete Cement / Steel …...................10 kms |
| 10 | Sand …......................... 20 kms |
| 11 | Stone aggregate …......... 20 kms |
| 12 | Soling stone…..................20 kms |
| 13 | Earth….......................... 7.0km |
| 14 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.)trusses etc., includingHot finished welded type tubes |
| 15 | Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) totalcoated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpasteel grade, 5-7 microns epoxy primer on both side of the sheet and polyestertop coat 15-18 microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied insingle length upto 12 metre or as desired by Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDMseal, complete upto any pitch in horizontal/ vertical or curved surfaces, excludingthe cost of purlins, rafters and trusses and including cutting to size and shapewherever required. Please Enable Macros to View BoQ information |
