|
| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. |
| 3 | All kinds of soil |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 5 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 6 | All works upto plinth level |
| 7 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50M andall lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 8 | Centering and shuttering including struttings, propping etc. and removal of formwork for : |
| 9 | Foundations, footings, bases for columns and mass concrete |
| 10 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. |
| 11 | Providing and laying plum concrete in cement concrete 1:2: 4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 mm nominal size) with plums not exceeding 15% of the volumne of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering: |
| 12 | With granitic or basaltic stone plums in : foundation and plinth |
| 13 | Walls including attached buttresses pilasters, string courses, independent piers, columns and pillasters coping and the like. upto floor five level. |
| 14 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge |
| 15 | 110 mm dia |
| 16 | Precast plain cement chequered tiles 22 mm thick of required shades laid in floors, treads of steps and landing on 20 mm thick bed of Cement mortar 1:4 (1cement : 4 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete. |
| 17 | Light shade using white cement |
| 18 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. |
| 19 | moorum |
| 20 | By Manual Labour including Loading, Unloading stacking for a lead less than 0.80 kms |
| 21 | Sand: |
| 22 | Stone Aggregate: |
| 23 | Soling stone: |
| 24 | By Manual Labour including Loading, Unloading stacking for a lead less than 0.80 kms |
| 25 | Cement: Please Enable Macros to View BoQ information |
