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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : DSR-2.1 |
| 4 | Earth work in surface excavation not exceeding 30cm in depth but exceeduing 1.5m in width as well as 10sqm on plan i/c getting out and disposal of excavated earth upto 50m and lift upto 1.50m as directed by Engineer-in-charge. |
| 5 | Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 6 | Laying and Jointing PVC Pipe. Heading |
| 7 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as perMORD Technical Specification Clause 405.(3)Sr No.4.8 |
| 8 | 1:4:8 (1 ement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Supply and laying of 125 micron polythene sheet under the foundation(ant salt pepter treatment) or over sub base to act as separation between sub-base and conc.Slab (for C.C.Road Slab), including supply of all materials labour T&P required for proper completion of the work.As Per PWD SOR(Ref. of Analysis-N.S.Page-42) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc DSR-4.3.2 |
| 11 | Laying C.C. road slab of 1:2:4 cement , coarse sand & approved 4cm (1 1/2\\") gauge stone ballast, over prepared sub grade after its rectification & briging it to proper camber and including supply of all materials, labour and T&P etc. required for proper completion of work, |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.1.2 |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars |
| 14 | Supply & Fixing of Signboard Please Enable Macros to View BoQ information |