|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1.4, 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :DSR 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :DSR 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) DSR 5.2.2 |
| 5 | Brick work with common burnt clay (non modular) bricks of designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement :6 coarse sand . (SI 6.1.2) |
| 6 | Brick work with common burnt clay (non modular) bricks of designation 7.5 in super structre above plinnth level up to floor V level in cement mortar 1:6(1 cement :6 coarse sand . (SI 6.4.2) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.DSR 5.22.1 Mild steel and Medium Tensile steel bars |
| 8 | 12 mm cement plaster DSR 13.4.2 ,1:6(1 cement : 6 coarse sand) |
| 9 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR 13.80 |
| 10 | Finishing walls with Acrylic Smooth exterior paint of required shade : DSR 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 11 | Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete.DSR 5.9.1 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers andcantilevers DSR 5.9.5 |
| 15 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.DSR 15.56 |
| 16 | Removing whitw or colour wash by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete DSR 13.88 |
| 17 | 12 mm cement plaster DSR 13.4.1 ,1:4(1 cement : 64coarse sand) |
| 18 | Finishing walls with Acrylic Smooth exterior paint with Silicon addisive of required shade new work : DSR 13.47.1 New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 19 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 20 | 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire |
| 21 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 22 | Supply and fixing of Philips LED Flood Light 200 watt proteection complete in all respect |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including dressing of sides and roaming of bottem for all lift including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.8.1 All kinds of soil |
| 24 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.DSR 8.9.1.2 8mm thick |
| 25 | DSR 8.2.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble |
| 26 | Prepration and cansolidation of sub grade with power road roller of 8 to 12 tonne capecity after exavating earth to an average 22.50 depth , dressing to camber and cansolidating with road roller including making good the undulation etc and re- rolling the sub grsde and disposal of surplus earth lead up to 50 mtr. |
| 27 | Supply and stacking at site |
| 28 | 90 mm to 45 mm size stone aggregate |
| 29 | 63 mm to 45 mm size stone aggregate |
| 30 | Local Sand |
| 31 | Stone screening 11.2 mm nominal size (Type B) |
| 32 | Laying spreading and compacting stone aggregate of specified size to WBM specification in uniform thickness ,hand packing ,rolling with three wheeld road/ vibratory roller 8-10 tonne capecity in stage to proper grade and camber ,applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1.3, 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
