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| 1 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, silt clay, gravel, moorum of all varieties shingles, pebbles, all types of conglomarets, laterite rock, soft rock,ordinary rock, disintegrated or weathered rock, fissured /shattered, decomposed rock, and such materials either in full or parts,as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/ dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious matterial,providing barricading, danger lighting & guarding, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and with all lifts etc. as per specification & drawing and directed by Engineer -in-Charge complete.: All kinds of soil |
| 2 | 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 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. but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc. including setting out construction of shoring and strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and liftsetc. and as directed by engineer in-chargeetc. all complete |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile |
| 5 | Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) : Upto 2.5 meters long pile |
| 6 | Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, footings, bases for columns and mass concrete. |
| 7 | 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 |
| 8 | 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 Please Enable Macros to View BoQ information |
