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| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. . Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 2 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate. |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density . |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level : 1:1 1/2 :3 (1 Cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - all work upto plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3graded stone aggregate 20 mm nominal size) . |
| 7 | Providing and laying cement Concerte in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses , string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Providing & Laying of Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1200 mm dia RCC pipes. (Laying by manual/ machanical means) |
| 9 | Reinforcement for RCC work including straightening, cutting bending, placing in position and binding all complete. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Water Bound Macadam- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 12 | Wet Mix Macadam.Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with smooth wheeled roller to achieve the desired density. |
| 13 | Dewatering of the water with the help of Pump set of capacity 4000 litres/hour complete as per instrcuions of Engineer In Charge |
| 14 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
