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| 1 | Slip clearance in ordinary soils disposal lead upto 50M and lifts upto 1.5M. |
| 2 | In soils, mixed with moorum/Kankar/shingle /bolders; disposal lead upto 50m and lift upto 1.5m |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 4 | Removing of trees form canal of the girth ( measured at a height of 1m above ground level) level includig cutting of truck and branches , removing the roots and stacking of serviceable material and disposal of undserviceable material.Beyond 30cm girth upto and including 60cm girth.Beyond |
| 5 | Beyond 60 CM girth upto and including 120 cm girth |
| 6 | Beyond 120 cm girth upto and including 240 CM girth |
| 7 | Above 240 cm girth |
| 8 | Removal of dead animals and disposal at place far off from the locality as per the direction of Engineer in charge. |
| 9 | Supply of labour for engagement as per the requirement |
| 10 | Deployment of JCB machine including POL charges and operator charges for various emergent works including removal of encroachments. |
| 11 | Silt clearance from canals including all lifts and leads (50% DRY+50% WET) |
| 12 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipe, cable etc.(not exceeding 1.5M in width ) and for shafts, wells, cesspit and the like not exceeding 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth as directed within a lead of 50m directed by Engineer -i-n charge All Kinds of Soil |
| 13 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 14 | Demolish cement concrete manually/ by mechanical means including disposal of material within 50meters lead a sper direction fo Engineer -incharage :1:3:6 or richer mex(I/c equivalent design mix) |
| 15 | Demolish cement concrete manually/ by mechanical means including disposal of material within 50meters lead a sper direction fo Engineer -incharage 1:4:8 or leaner mix (I/c equivalent design mix) |
| 16 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 17 | Supply/filling of EC bags with earth including cost of sewing and strings supply of earth including carriage avg distance 3Km by MT for filling of RC bags loading/uploading and placing of earth empty cement bags in position at site ( complete Job). |
| 18 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead (With cement mortar 1:4 (1 cement : 4 fine sand)) |
| 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6( 1 cment : 3 coarse sand : 6 graded stone agregae 20mm nominal size) |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 21 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 22 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 23 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 25 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 26 | Suspended floors, roofs, landings, balconies and access platforms. |
| 27 | Shelves (cast-in-situ) |
| 28 | Lintel, beams, plinth beams, girders, bress-umers and cantilevers. |
| 29 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 30 | Above 20 cm wide |
| 31 | Columns, piers, abutments, pillars, posts and struts |
| 32 | Supplying and stacking at site.Good Earth |
| 33 | Murom |
| 34 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 35 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 36 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 37 | Dry stone pitching ( any thickness ) excluding cost of sotnes 1. on Horizontal |
| 38 | On Slopes |
| 39 | Supply of stones |
| 40 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 41 | Renewing glass panes, with wooden fillets wherever necessary: 14.7.1 Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) |
| 42 | Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. |
| 43 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.1. 25mm thick with 12.5 mm nominal size stone aggregate. |
| 44 | 40mm thick with 20mm nominal size stone aggregate. |
| 45 | 50mm thick with 20mm nominal size stone aggregate. |
| 46 | Dumping stone excluding cost of stones. In horizontal on level |
| 47 | On slopes ( Behind pitching) |
| 48 | Steel work welded I 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. In gratings , frames guard bar, ladder, railings, brackets, gates and similar works |
| 49 | Disposal of Mulba/ dismantled material and other materials for an avg. distance of 5km by MT and 50m by HL |
| 50 | Providing and laying non pressure NP2 class ( light duty)RCC pipes with collar jointed with stiff mizture of cement mortor in the proporation of 1:2 (1 cement :2 fine sand ) including testing of joints et complete.1) 300 mm dia RCC pipe |
| 51 | 600mm dia RCC pipe |
| 52 | 900mm dia RCC pipe |
| 53 | carriage of materials avg. distance 5km by MT Earth |
| 54 | Sand & Aggregates avg distance 5km by MT |
| 55 | Soling stone |
| 56 | structural steel work in built up sections,truseses and framed works, including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer all complete. ( Welded ) Please Enable Macros to View BoQ information |
