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| 1 | Parking area |
| 2 | 16.91.2Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.paver block of M-30 grade with approved color design and pattern |
| 3 | 10.16.1Steel 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 |
| 4 | 12.50Providing 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. |
| 5 | 12.51.6Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet andpolyester top coat 15-18 microns using self drilling/ self tapping screwscomplete:Gutter (600 mm over all girth) |
| 6 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 7 | 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) |
| 8 | 50.18.9.10.1Providing and fixing PVC pipes includings jointing of pipes with one step pvc solventcement, trenching , refilling & testing of joints complete as per direction ofEngineer in Charge. 150 mm dia 6 Kgf/cm2 |
| 9 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 10 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 11 | 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). |
| 12 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 13 | 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 |
| 14 | 19.7.1.1Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand)with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick withcement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neatcement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size ) finished with a floating coat of neatcement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)455x610 mm internal dimensions, total weight of cover and frame to be not less than38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clayF.P.S. (non modular) bricks of class designation 7.5 |
| 15 | OD10993/2026-2027(Modified from DAR 13.52.1) Finishing with Epoxy paint (two or more coats) at alllocations prepared and applied as per manufacturer's specifications includingpreparation of surface, etc. complete.On steel work (Cost for applying Primer chargedseperately). |
| 16 | 51.2.3Filling with Quarry Muck <br> Filling up low lying and water logged areaswith local material/ quarry muck, spreading in layers, leveling the top at site andconsolidation by ramming, etc complete for improving the CBR value of subgrade Please Enable Macros to View BoQ information |
