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| 1 | De watering of ground/earth water with the help of Diesel Pump and operator along with helper |
| 2 | Brick work with common burnt clay non-modular bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 3 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealedsteel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement Thermo-Mechanically Treated bars of grade Fe-500D kgor more |
| 4 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 5 | Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and plinth |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil |
| 7 | Providing lowering cutting jointing and testing RCC pipe class NP 3 as per18-458-2003 with spigot & socketed joints manufactured with ISi markedsulphate resistance cement as per ISi 12330 with rubber rings ISi markedantiternmite as required at site in to trenches for all depths and laying outthe same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 900mm |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering,mfinishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) |
| 9 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1 :4 (1 cement: 4 fine sand) |
| 10 | Compaction of & preparation of sub gradeincluding loosening, levelling of earth 225 mmthick top layer, rough dressing of soil, finaldressing of earth to give level, camber, watering,rolling with road roller, compacting the bed toachieve minimum dry density as given in theTable 3000-2 as per technical clause 305 ofMORT&H specifications (in case of link roadsearthwork to be done by villagers |
| 11 | Construction of granular sub-base by providing coarse graded material, spreading in uniformlayers with motor grader on prepared surface,mixing by mix in place method with Rotavator atOMC, and compacting with vibratory roller toachieve the desired density, complete as perclause 401.of MORT&H specifications Grading Ill material |
| 12 | e Please Enable Macros to View BoQ information |
