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| 1 | Earthwork in excavation for desilting of rivers, nallahs, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other marerials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted, inclusive of chiseling, wedging, etc. but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc. including setting out removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by engineer-incharge etc. all complete. |
| 2 | Transportation/carriage charges (lead):- Beyound 50m lead, the carriage has been worked out based on efficiency/output of transportation of excavated material : lead of 50m to 1km |
| 3 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling, wedging etc in all conditions such as dry, moist, saturated submerged, foul conditions etc including setting out construction of shoring and bracing removal of stumps and other deleterious material providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated/rock as directed by the Engineer in charge etc for all lead and lifts etc as specified and directed etc all complete. : 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 | Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, footings, bases for columns and mass concrete. |
| 6 | 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: All works upto plinth level |
| 7 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge : 75 mm dia |
| 8 | Centering & shuttering including Strutting, Propping & removal of forms for : xiii Suspended floors, roofs landings, shelves & their supports |
| 9 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) : In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 10 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RexcavationexCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.(@ 100kg per cum ) Please Enable Macros to View BoQ information |
