Construction of dense road and drain from Captain Gas Agency to Bloom School in Ward-51.

Scraping of old panted surface including disposal of all scraped material to a distance of 30meters as directed by the Engineer-in-charge as per UPPWD SOR-2023 s.i.No.772.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming,requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404.

Providing and applying of Primer coat with Bituminous emulsion (SS-1) on prepared surface base including cleaning of road surface and spraying primer at the rate of 0.70 Kg/ sqm using mechanical means as per Technical specification Clause 502.

Providing and applying of tack coat t with Bituminous emulsion (RS-1) on prepared bituminous surface cleanined with hydrolic broom using emulsion pressure distributor at the rate of 0.25 Kg/ sqm using mechanical means as per Technical specification Clause 503.

Providing and laying bituminous Macadam (Grading-2) with higher capacity hot mix plant using crushed aggregatesof specified grading premixed with bituminous binder (VG-30) @ 3.40percent of mix and filler transporte site ,laid over a previously prepared surface with paver finisher to the required grade ,level and alignment , and rolles as per clause 501.6 and 501.7 to achieve the desired compaction as per MoRTH specification No 504 complete in all respect Adjustment for bitumen shall be done as per job mix formula and E-in -C letter No2651 Dt 27-07-12 for proper completion of work as per direction of engineer -in- charge including all labour T&P, taxes , labour cess etc. complete.

Providing and laying bituminous concrete(Grading-2) with hot mix plant using crushed aggregates from approved quarry of specified grading premixed with bituminous binder (VG-30) @ 5.40 per cent of mix and filler transporting the hot mix to work site ,laying with bituminous a hydrostatic paver finishing to the required grade , level and alignment , rolling with smooth wheeled , vibratory and tanden rollers to achieve the desired compaction (ref to Mort&H Specification No 509)Adjustment for bitumen shall be done as per job mix formula and E-in -C letter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer -in- charge including all labour T&P, taxes ,labour cess etc complete.

Providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per square area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 .the finished surface to be leved uniformand free from streaks and holes Rates are inclusive of all taxes royality etc all T&P / machines material and labour equrired for proper completion of work. SI No. 19.01 new Item.

Brick Eding on both side of the Road of M-150 Bbricks 7 cm wide. 11 cm deep laid with Mud Mortar including labour & supply of bricks finished to the required Template and in proper alignment and also including dressing and Ramming the excavated earth as directed by the Engineer- in-charge as per UPPWD SOR-2022 S.I.No.765

Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis.

Supply & laying of 80 mm thick ISI Marked I Shaped (Grey base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500.