Work of widening and strengthening of the road from Police Line intersection via Tehsil intersection to Inspection Building and Shamshasan Ghat road.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (By Mix in Place Method)

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (As Per Clause 406-4.14)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means. As per MORT&H Clause 502- 5.01

Providing and applying tack coat I with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503

Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 Percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat I with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specificationclause No. 507 complete in all respects

Providing and laying of hot thermoplastic compound 2.5 mm thick including reflect rising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35 the finished surface to be level uniform and free sleek and holes, Zebra Line

Supply and fixing of every dennision/3M brand RPM series 290 (CAT EYE) (RED/YELLOW COLOUR) made of polycarbonate with electronic welded prismatic retro reflective lens on both side for maximum retro reflection in wet and dry condition with bitumen adhesive BT 69.(as per lucknow SOR)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.As per DSR No.- 16.83

Deduction of old interlocking

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