|
| 1 | Earthwork in excavation by mechanical 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 conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or weathered rock, fissured / shattered, decomposed rock and such materials either in full or in parts, as the case may be adopting any approved method or as may be convenient or permitted inclusive of chiseling, wedging etc, but blasting prohibited in all conditions such as dry, moist, saturated, sub merged, foul conditions etc. and refiling of Excavated Earth and disposal or surplus stuff with 50 mt lead and all lift etc. and as directed by Engineer-in-charge etc. all complete. |
| 2 | Providing and laying stone rip for talus with basaltic / granitic stones 60% of which shall comprise stones not less than 0.0425 cu m in size each and remaining 40% comprising well graded rubble not below the size of 0.0142 cum including the cost of conveyance of all material, spreading hand packing, wedging etc for all leads and lifts as directed by the Engineer in charge |
| 3 | Centering and shuttering including strutting, propping and removal of form work for a) Foundation footings bases for columns & mass concrete. |
| 4 | Vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. |
| 5 | Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) |
| 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: a) All works up to plinth level |
| 7 | In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. |
| 8 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size : a) All works up to plinth level. |
| 9 | b)In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. 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 RCC 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. |
| 11 | Providing and fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5 Kg/cm2 of approved quality and confirming to relevant IS code and shall be of one piece and jointing of small pieces shall be avoided, the nominal width shall not be less than 305 mm. and the thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m. of water, including the cost of all materials, labourers, tools and plants required in the operation of above work and including incidentals involved as per specification, drawings and directives of Engineer-in-Charge. |
| 12 | Supply and fixing of fiber glass reinforced (FRP) needles along with FRP coated MS frame needles shall be made out standared quality FRP composite materials smooth surface shall be provided from both side of needles for interlocking in to each boxe type grooves protect the edge of the neddle rubber seal size 15x4 mm thick shall be fixed in to the groove for water tight perfsrmence. handles shall be provided in two locations for lifting and lowering of the needles shall be tailer made sections as per the size required at site for closing the bandhara. a) for thickness of needles 115mm ± 3mm ( Hollow Type ) at center and 65 ±3mm at ends for water depth 2 mts to 4 mts from the top and width not more than 2 mts clear span. |
| 13 | for thickness of needles 65mm ± 3mm ( Hollow Type ) for water depth 0.00 mts to 2.00 mts clear span. |
| 14 | Transportation and carriage of materials by tipper truck including loading, unloading and stacking of earth up to lead 0.00km to 2.00km b)In tees, angles, flats and channels Please Enable Macros to View BoQ information |
