Co link road Harijan Basti Bhanjal Km 0000 to 4000 SH Providing and Laying GSB WMM and Tarring between Km 2165 to 2465 and 2476 to 2676 including earthen shoulders against MNP

Amount

Banking excavated earth in layers not exceeding 20 cm (twenty centimeter) in depth, breaking clods, watering, rolling each layer with ½ (half) tonne roller, or wooden or steel rammers, and rolling every 3rd (third) and top-most layer with power roller of minimum 8 (eight) tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. all kind of soil upto any lead and lift as per the direction of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Preparation and consolidation of sub grade with power road roller of 8 (eight) to 12 (twelve) tonne capacity after excavating earth to an average of 22.5 cm (twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with any lead as per the direction of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Construction of gravel/soil aggregate sub base/base by providing well graded material of nominal maximum size grading 8-80mm (eighty millimetre) as per table 2.3 of IRC SP 77-2008, spreading in uniforms layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachement and compaction with three wheel 80-100 KN static roller capacity to achieve the desired complete as per specifications contained in para 2.2, 3.6 and 3.7 of IRC SP-77-2008 and as per the direction of Engineer-in -Charge including carriage of material within all leads, lifts and other incidentals .The rate includes octroi, royality, Malkana, toll tax , goods service tax, labour cess or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)specification including premixing the material with water at OMC in for all leads and lifts, laying in uniform layers with mechanical paverfinisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 (eight) to 10 (ten) tonne capacity to achievethe desired density, complete as per specifications and direction of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and applying tack coat nn W.B.M / W.M.M. @ 0.4kg/sqm (at the rate of zero point four kilogram per square meter) using medium setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom and direction of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

2 cm (two centimeter) premix carpet surfacing with 1.8 cum (one point eight cubic meter) and 0.90 cum (zero point nine zero cubic meter) of stone chippings of 13.2 mm (thirteen point two millimeter) size and 11.2 mm (eleven point two millimeter) size respectively per 100 sqm (hundred square meter) and 52 kg (fifty two kilogram) and 56 kg (fifty six kilogram) of hot bitumen per cum of stone chippings of 13.2 mm (thirteen point two millimeter) and 11.2 mm (eleven point two millimeter) size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 (six) to 9 (nine) tonne capacity etc. complete (tack coat to be paid for separately) with paving Asphalt grade VG - 30 (thirty) with no solvent and direction of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg (one hundred twenty eight kilogram) of bitumen of grade VG - 30 (thirty) bitumen per cum of fine aggregate and 0.60 cum (zero point six zero cubic meter) of fine aggregate per 100 sqm ( hundred square meter) of road surface, including rolling and finishing with road roller all complete as per the direction of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

VARINDER KUMAR

Chain Singh

RAKESH KUMAR

Sandeep Kumar Dhiman

ROHIT JASWAL