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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 3 | 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 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars |
| 7 | Shifting of available excavated earth during excavation (excluding rock) from trenches etc. By M.T 5 Km |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 9 | Foundations, footings, bases for columns |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 11 | Suspended floors, roofs, landings, balconies and access platforms |
| 12 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 13 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like including making of diversion for smooth plying of traffic. |
| 14 | Supplyincludingdigging,carryingbylorry,fillingRiverBed Material mixed with coarse sand andround nallah shingle 75mm as per lines, cross sections, grade and camber, including watering &consolidation in layerswith 8-10TonPower Roller Complete ( Finished work including material and labour) |
| 15 | Carriage of material from source to site of work by Mechnical Transport including loading/unloading and stacking at site. |
| 16 | Stone agg. below40mm nominal size /Sand for an average distance of 10 Km |
