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| 1 | Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge. |
| 2 | Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 3 | Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains over areas upto any depth and width including dressing of sides and ramming of bottoms upto any lift including getting out the excavated soil and disposal of excavated earth including carriage of material within all leads, lifts and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge. |
| 4 | Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. |
| 5 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:2.5:5 (one cement: two point five sand: five graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 6 | Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802,804, 805, 804, 806, 807, 1202 & 1204. Plain cement concrete nominal mix 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. |
| 7 | Providing and laying mechanically mixed and vibrated plain/ reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade in super structure or similar works upto any height complete as per drawings and technical specifications clause 800, 1205.4 and 1205.5 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 8 | Providing and laying cement concrete wearing course by mechanically mixed and vibrated of mix design to have characteristic strength in M-30 (M-thirty) grade including cost of reinforcement and form work as per drawing and technical specifications clause 800 and 1206.3 and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 9 | Supplying, fitting, and placing HYSD bar reinforcement in Sub structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. |
| 10 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 11 | Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 12 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 13 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 14 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. |
| 15 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm (fifty millimetre) thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 16 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm eighteen millimetre) thick stone slab over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all omplete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
