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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in -In cement mortar |
| 2 | 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. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, The Contractor has to dectect different utilities like sewer line, water supply line, electric cable, telephone cable , gas pipe line etc, using utility decteting machine before start of excavation and shall start excavation only after getting permission of E/I. All kind of soil (Letter No. Noida/CPE/2015/464, Dt. 20.07.2015).l |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth,sides.watering, lead upto 50 m and lift upto 1.5 m. |
| 6 | Providing and laying 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-III) : 8 graded stone aggregate 40 mm nominal size). |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 16 | Washed stone grit plaster on exterior walls of height upto 10 metre above ground level, in two layers, under layer 12mm cement plaster 1:4 (1cement: 4 coarse sand), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). |
| 17 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 18 | Neat cement punning |
| 19 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove |
| 20 | 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. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 22 | Earthwork in Embankment in ordinary soil embankment to be in 20 cm Layers including ramming dressingthe surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity including 1.50 mtr, lift and all lead (Earth shall be brought from a place icluding cartage of earth by mechanically transport and T & P labour etc required for proper completion. earth shall be arranged by contractor at his own cost |
| 23 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earthwith lead upto 50 metres |
| 24 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve he desired density ,complete as per clause 401 |
| 25 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surfaceand compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications anddirections of Engineer-in-Charge. |
| 26 | Providing and applying tack coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of Road surface and Spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 27 | Providing and applying tack coat using Hot Straight Run Bitumen of Grade 80/100: on Bituminous Surface @ 0.50 Kg/Sqm.. |
| 28 | Providing and laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type HMP using crushed s aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent By Weight Of total Mix and filler, transporting the hot mix to work site , laying with Hydrostatic paver finisher with sensor Control to the required grade, level and alignment ,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as Per MORTH Specifications Clause No. 505 Complete In All Respects. |
| 29 | Providing and laying Bituminous Concrete With Higher Capacity Batch Type HMP using crushed s aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent By Weight Of total Mix and filler, transporting the hot mix to work site , laying with Hydrostatic paver finisher with sensor Control to the required grade, level and alignment ,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as Per MORTH Specifications Clause No. 507 Complete In All Respects. Please Enable Macros to View BoQ information |
