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| 1 | Appendix I-Reconstruction damaged retaining wall |
| 2 | Demolishing stone rubble masonry manually / by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 3 | Random rubble masonry in cement mortar 1:6 (1 cement: 6 coarse sand) with hardstone in foundation and basement upto plinth level |
| 4 | Random rubble masonry in cement mortar 1:6 (1 cement: 6 coarse sand) withdepartmental hard stone in foundation and basement upto plinth level |
| 5 | Providing 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) |
| 6 | Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 Part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 7 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 8 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 9 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 10 | Appendix II-Providing Court yard around the devaswom office |
| 11 | Earth 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 |
| 12 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 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 20 mm thick bed of cement mortar1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement |
| 14 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etccomplete |
| 15 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 16 | Appendix III-Temporary roofing |
| 17 | Earth 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 18 | Providing 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) |
| 19 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 20 | Providing and fixing mild steel round holding down bolts with nuts and washer platescomplete. |
| 21 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc.complete.Hot finished welded type tubes |
| 22 | Steel work for purlin/single section with G I pipes including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete |
| 23 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm (+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. |
| 24 | Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work Please Enable Macros to View BoQ information |
