Uttar Pradesh Rural Road Development Agency Tender

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/Base WBM 3 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Data Book item No. 4.7-3(A)

Laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and technical Specifications Clause 1504 & as per Data Book Item no. 6.7

Analysis of Panel Concrete Pavement Construction of panel concrete 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. PCC Grade M-30 EACH Panel (0.50X0.50) thickness 100mm.

Providing and fixing of reflective typical 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 retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) On Curves, T Junction 600mm traingle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) Villege Name 800X600 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 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

Reinforced cement concrete M15 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 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone

Reinforced cement concrete M15 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 as per Data Book item No. 10.10 (C) 0.200 Km. Stone

Repainting and writing of INFORMATORY display board

Repainting and writing of Kilometre stone

Repainting and writing of Hectometre stone

Repainting of Guard stone

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)

Brick Masonry in 1:4 Cement Mortar- Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Data Book Item No. 11.5 (ii)

Providing and laying Plain Cement Concrete(Grade M20 1:2:4) in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)

Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2

Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13

Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)

White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1

Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)

Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)

Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)

Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per Data Book item no. 12.10

Renewal (Part 2)

Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4

Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity

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 granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II

Bituminous Concrete (Cold Mix) Providing and laying bituminous Cold Mix (30 mm thick Bituminous concrete)on prepared base consisting of a mixture of unheated mineral aggregate and emulsified with CRRI or any IIT approved emulsion for BC Layer cold Mix, including mixing in a plant of suitable type and capacity , transporting, Laying, compacting and finishing to specified grades and levels

Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702