Restoration of rain damages due to laying of sewerage line by IPH Department Minhas Chowk to Bus Stand Nadaun km 0/0 to 0/240

Amount

Preparation and consolidation of sub grade with power road roller of 8 to 12 (Eight to twelve) tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimetre) depth, dressing to camber and consolidating with road roller including making good the undulations etcetra and re-rolling the sub grade and disposal of surplus earth with upto all leads including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base by providing close graded Material conforming to secifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, With material conforming to Grade-II size range 53 mm (Fifty three millimetre) complete including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) ( fifty three millimetres to zero point zero seven five millimetres ) 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 paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne ( eight to ten tonne) capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.as pr direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts nd other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and applying evenly a priming coat with medium porosity bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 to 1.20kg/sqm (Zero point nine zero to one point two zero kilograme per square metre) using mechanical means as per MORD technical specification clasue 502 including carriage of material within all leads and lifts as per direction of the Engineer-in-Charge. The rates are inclusive of octroi, royality, malakana, toll tax, sale tax or other taxes imposed by the Government.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.- With Rapid setting bitumen emulsion -On water bound macadam/wet mix macadam @ 0.4kg/sqm (Zero point four kilogramme per square metre) including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, 50mm (Fifty millimetre) compacted thickness complete as per specificatons and directions of Engineer-in-Charge with bitumen of grade VG-30 @ 3.50% (Three point five zero percent) (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 (One hundred to one hundred twenty) TPH capacity including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per directions of Engineer-in-Charge 30mm (Thirty millimetre) compacted thickness with bitumen of grade VG-30 @ 5.5% (Five point five percent) (percentage by weight of total mix) and lime filler @ 3% (Three percent) (percentage by weight of Aggregate) prepared in batch Type Hot Mix Plant of 100-120 (Hundred two One hundred twenty) TPH capacity including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all height/depth including getting out the excavated soil and disposal of surplus excavated soil as directed by the Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 (one cement : four coarse sand : eight graded stone aggregate) 40mm ( forty millimetre) nominal size graded stone aggregate upto plinth level including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying in position cement concrete of 1:2:4 (One cement : Two coarse sand) : Four graded stone aggregate 20 mm nominal size) size) for All work up to plinth level excluding the cost of centering and shuttering including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Structural steel work riveted, bolted or welded in built up sections / and single sections (TATA/SAIL/JSW Make ISI marked ) in trusses, purlins,rafters and other similar framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete in building including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Arvind Sharma

Maheshrajan