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| 1 | Clearing grass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. DSR Sl. No.2.32 |
| 2 | Demolishing stone rubber mesanary manually /by mechanil means including stacking servicable material and disposel of unserviceable material withen 50.00 mtr. Lead as per direction Engineer-in charge . As pe DSR 15.9.2 |
| 3 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m. DSR Sl.No. 2.8.1 |
| 4 | Excavation work by mechanical means ( Hydraulic excavatory ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in widyh or 10 sqm on plain), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soils as directed, with in a lead of 50 m.DSR Sl.No. 2.9.1 Ordinary rock |
| 5 | Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 6 | Random Rubble Masonary with hard stone in foundation and plinth including levelling up width cement concrete 1:6:12 ( 1 cement:6 coarse sand :12 graded stone aggregate 20 mm nominal size )up to plinth level with : Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) DSR Sl. No. 7.1.1 |
| 7 | Random Rubble Masonary with hard stone in superstructure above plinth level and upto floor five level, including levelling up width cement concrete 1:6:12 ( 1 cement:6 coarse sand :12 graded stone aggregate 20 mm nominal size ) at window sills, cieling level and the like with : Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) DSR Sl. No. 7.2.1 |
| 8 | Pointing on Stone Work with cement mortar 1:3 ( 1 cement : 3 fine sand ) : Raished and cut pointing DSR Sl. No. 13.33.2 |
| 9 | Dewatering of water by Centrifugaal water pump Basic PM85001 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl DSR 4.1.8 As Per SI No-5.3 |
| 11 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.1.2 As per SI. No.- 5.22 B.1 |
| 12 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarse sand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 4.1.3 |
| 13 | Construction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 |
| 14 | S/F of sign board Please Enable Macros to View BoQ information |
