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| 1 | Item code morth 301 Excavtion in soil using hydraulics excavator and tippers with disposal upto 1000 meters. Excavation for road work in soil with hydraulics excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance witrequiremements of lines , grades and cross section and transportation to the embankment location within all lifts and lead upto 1000 meters |
| 2 | Laying non-pressure NP2 class R.C.C Pipe jointed with stiff mixture of cement mortar in the proportion of 1:2(1 cement : 2 coarse sand ) including testing of joints etc. complete 250mm NP-3 Pipe |
| 3 | Cement concrete with 4cm gauge approved stone ballast coarse sand and cement in the proportion of 8:4:1 including supply of all material labour tools and plants etc required for all complation of work (item code 5:4;3) 250mm NP-3 Pipe-Cradle |
| 4 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work -UPPWD SOR /281/P-17 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) UPPWD-SOR-2020/ |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. UPPWD SOR-2020/DAR-18/5.22.6 |
| 7 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DAR/10.25.2/Based on UPPWD/SOR-2020)) |
| 8 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm (DAR/16.70.1/Based on UPPWD/SOR-2020) Made of G.I. wire of dia 4 mm |
| 9 | Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).(DAR/16.15.1/Based on UPPWD/SOR-2020) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.(DAR/5.9.1/BasedonUPPWD/SOR-2020) |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DAR/BasedonUPPWD/SOR-2020) |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts.(DAR/5.9.6/Based on UPPWD/SOR-2020) |
| 13 | M-150 brick work in 1:4 cement & fine sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 303 Same as item no 305 but in 1:4 one ceement & four coarse sand of 2.20 F.M mortar UPPWD SOR 2020/305a |
| 14 | 12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand) UP PWD SOR-2020 |
| 15 | centering & shuterring including strutting propping etc & removal of form for:Centering & Shuttering including strutting, propping etc and removal of form for suspended floors, roofs,landing, balconies and access platform |
| 16 | centering & Shuttering including strutting, propping etc at all level edges of slabs & breaks in floors and walls under 20cm wide Please Enable Macros to View BoQ information |
