Uttar Pradesh Rural Road Development Agency Tender

Providing laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screaning/binding meterials to fill up the interstices of coarse aggregate, watering and compacting to required density grading 3 (by mechanical means) as per technical specification clause 405.

P/L of concrete block pavement having thickness 80 mm I Shaped mechanically compacted Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mix with 25% marble powder. The compressive strength of Concrete paver blocks shall not be less than 30 MPa & 0.5 Kg Per No. including cost of all material labour T&P etc required for proper completion of work as per drawing and Technical specification clause 1504 )

Relaying of concere block pavement having thickness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including material already available at site on dismantling the existing ICBP, cost of all labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete for plain cement concrete in open foundations complete as per drawing and technical specifications clause 802,803, 1202, 1203 M-10 (1:3:6)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 with 1:4 cement Mortar.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Reinforced cement concrete 1:2:4 M-20 and Technical Specification Clause 1703.(Excluding GST)with 20mm stone aggregate mechanically mixed and vibrated for RCC work in slab as per drawing & specifications excluding cost of steel reinforcement but including centring and shuttering laid in position as per direction of engineer in charge. Tech specification clause 800, 1205.4, 1205.5

Supplying fitting and placing TMT bar reinforcement in foundation complete as per drawing and MoRD Technical Specifications clauses 11.2/1000 and 12.7/1000

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 Panesl ( 0.50 X0.50 ) thickness 125mm

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915(Ch.15.113)

Providing and fixing of typical PMGSY Logo as per MORD specifications and drawing

For Road safety :-Providing and erecting direction and place identification and cautionary boards with retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

For Road safety :-Supply and installation of MS delinator (Roadway indicator) , hazard marker, object marker, 80- 100 cm high above ground level painted black & white in 15cm wide stripps, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried of pressed into the ground and confirming to IRC:79 and drawing.

Maintenance of road signs by way of cleaning and repainting of existing mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 (Ch.15.09 )

Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703.(

Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703.

Renewal (Part 3)

Providing and applying primer coat with bitumen emulsion (SS-1) on bitumen prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 504.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface 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 (Using 8% waste plastic)

Providing and laying of Hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015.The finished surface to be level, uniform and free from streaks and holes , composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour, T&P etc, require for proper completion of work as direction by engineer-in-charge

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.