Construction of link road to Harizan Basti Kohin and Baffrin km 0/0 to 1/700

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 earthwith 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 specifications, 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, complete With material conforming to Grade-II (size range 53 mm to 0.075 mm (Fifty three millimetre to zero point zero seven five millimetre) having CBR Value-25 (Twenty five) including entire carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge.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 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 applying tack coat using hot straight run bitumen of grade VG - 10 (VISCOSITY GRADE-TEN), including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On Water Bound Macadam @ 0.75 Kg / sqm (Zero point seven five kilogramme per square metre) including entire carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

2 cm ( two centimetres) thick premix carpet surfacing with With paving Asphalt grade VG - 10 (Viscosity Grade Ten) with no solvent and with 1.8 cum and 0.90 cum (one point eight cubic metre and zero point nine zero cubic metre) of stone chippings of 13.2 mm size and 11.2 mm size ( thirteen point two millimetre size and eleven point two millimetre size ) respectively per 100 sqm ( one hundred square metre ) and 52 kg and 56 kg ( fifty two kilogramme and fifty six kilogramme ) of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm ( thirteen point two millimetre size and eleven point two millimetre size ) size respectively, with hotstraight run bitumen, including consolidation with road roller of 6 to 9 tonne (six to nine tonne ) capacity etc. complete (tack coat to be paid for separately).as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malakana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm ( two point three six millimetre) and retained on 180 micron sieve (one hundred eighty micron sieve) with bitumen using 128 kg ( one hundred twenty eight kilogramme ) of bitumen of grade VG - 10 (VISCOSITY GRADE ten) bitumen per cum of fine aggregate and 0.60 cum ( zero point six zero cubic metre ) of fine aggregate per 100 sqm ( one hundred square metres) of road surface, including rolling and finishing with road roller all complete.including entire carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying M-20 (M-Twenty) Grade in 20 mm (Twenty millimetre) nominal size in position cement concrete of specified grade for slabs, columns and beams etcetera including the cost of centering and shuttering all floor level including entire carriage of material with in all leads, lifts, drawings, technical specifications as per direction by Engineer-in-Charge including other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and fixing 80mm (Eighty millimeter) heavy duty precast cement concrete interlocking paver blocks Grey and red 50% (Fifty percent) each manufactured by the help of hydro vibratory machine having compressive strength of M-50 (M-Fifty) grade as per IS(I-15658-2006 NTC/Modern/Gico/Nitco ISI marked as approved by Engineer-In-Charge including border or kurb blocks grey or coloured. The paver shall be laid on 40mm (Forty millimeter) sand filling packed as per direction by Engineer-In-Charge including entire carriage of material with in all leads, lifts, drawings, technical specifications as per the direction by Engineer-in-Charge and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

sumeet contractor