Uttar Pradesh Rural Road Development Agency Tender

Hect.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

Km 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

Caution Board / Treffic Sign - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 3 mm thick supported

Logo Board -Providing and erecting Logo Board as per IRC:67 made of aluminium sheeting, 3 mm thick duly stove enameled paint with ready mixed synthetic enemal paint of superior quality in required shade & coluor. Supported as welded on 47mm X 47mm X 12SWG

MAINTENANCE INFORMATION BOARD - 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 a

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

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 with Tractor mount with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Construction of Drain in abadi areas Earthwork in excavation for structure 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 back filling in trenchs with excavated suitable material.

P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

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

PCC M20 Nominal mix 1:2:4 (Hand mixed) Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

RCC 1:2:4 work with Cement,C. sand and 20mm gauge stone ballast in plinth / lintel bend excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I.binding wire and i/c necessary centering and shuttering ctc ans supply of all material,labour and T&P etc complete as si no .283

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Repair of Old existing Culverts (HP & RCC Culverts) Brick Masonry Work in cement mortar in 1:4 foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109

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

PCC M20 Nominal mix 1:2:4 (Hand mixed) Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

White washing 3 coats including supply of all material, Labour T & P etc. required for proper completion of work

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth

550mm NP3 dia Hume Pipe (Pipe laying & Fixing only) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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 with Tractor mount with rotavator at OMC, and compacting with smooth wheel rol

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

Interlocking Concrete Block Pavement P/L of concere block pavement having thikness 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 cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504

Cement Concrete Pavement (M-30) 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,

Construction of embankment with approved material from borrow pits minimum 1.5 m away from toe of embankment i.e. within normal lead & a lift upto 1.5m to required slope & compacting to meet to requirment of clause 303.3.5.3 & 303.5.2 i.e. minimum field c

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 su

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 . As per SI No. 22.02 New Item