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| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5m (one point five metre) in width or 10 sqm (ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,(one point five metre) including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. as directed by Engineer-in-Charge with in all leads and lifts, disposed earth to be levelled and neatly dressed including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. |
| 2 | Providing and laying in position cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty millimetre) nominal size) of specified grade excluding the cost of centering and shuttering - All work up to plinth level : including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 3 | 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 including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 4 | Making plinth protection 50mm (fifty millimetre) thick of cement concrete 1:3:6 (one cement : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size) over 75mm (seventy five millimetre) thick bed of dry brick ballast 40 mm (fourty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 5 | Loosening of the ground upto a level of 300 mm three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 6 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (one hundred millimetre) spread thickness (finished work including materials and labour) including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 7 | Providing and Laying 1:4:8 ( one cement : four sand : eight graded crashed stone aggregateand curing complete including cost of form work for plain reinforced concrete in in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 within all leads , lifts and carriage of materials and other incidentals including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 8 | Providing and Laying of Interlocking Concrete Block (manufactured by NTC) Pavements having thickness 80 mm (eighty millimetre) as per drawings and Technical Specification Clause 1504.including carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 9 | 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 including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 10 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 11 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm (one point forty three litre per ten square meter) Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm (one point ninety litre per ten square meter including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. |
| 12 | Kota stone slab flooring over 20 mm (twenty millimetre) (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (one cement : four coarse sand) : including carriage of material within all leads, lifts and other incidental charges complete and as per direction of the Engineer-In-Charge. Please Enable Macros to View BoQ information |
