Uttar Pradesh Rural Road Development Agency Tender

Stone Masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Pointing with cement mortar (1:3) on stone masonary as per drawing and technical specification Clauses 613.3 and 1204

Plastering with cement mortar (1:4), 15 mm thick on stone masonary in substructure as per technical specification Clauses 613.4 & 1204

Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 Each Panels ( 0.50 X0.50 ) thickness 125mm

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Reinforced Cement Concrete M-15 grade 200 (Hecto) Metre Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1705

Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflactive border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mmx 47 mmx 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings Clause 1701.2.2 (Cautionary Board (600 mm x 600mm triangle)

Providing and fixing of semi reflective cautionary, mandatory and informatory sign as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflactive border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mmx 47 mmx 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings Clause 1701.2.2 (Informatory board (600mm x 450 mm Rectangular)

Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle

Providing and fixing of reflective typical Periodical Renewal PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle

Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle

Renewal (Part 3)

Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification clause 502.

Providing and applying Tack Coat with Bitumen VG-10 using emulsion/ bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepared granular/bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification 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 @ 5.40 per cent 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 MORT&H specification clause No. 507 complete in all respects (Bituminous Concrete 30mm Thick Using Waste Plastic)

Providing and Laying hot applied Thermoplastic compound 2.5mm thick including reflectoriseing glass beads @250 gm/sqm area, thickness of 2.5mm each exclusive of surface applied glass beads as per IRC:35-2015 the finished surface to be lavel, uniform and free from streaks and holes as per MoRTH - 803 (8.13) rate as per Lucknow SOR