Uttar Pradesh Expressways Industrial Development Authority Tender

Construction of Sub-grade and Earthen shoulders with approved material CBR not less than 10 % obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 carted earth 08 km as per Morth Specification Sl no. 3.18 Clause no. 305

Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Morth Specification Sl no. 4.10 Clause no. 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Morth Specification Sl no. 4.14 Clause no. 406-B

Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per Morth Specification Sl no. 5.01 Clause no. 502

Providing and applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per Morth Specification Sl no. 5.01 Clause no. 503 (i)

Providing and laying Dense Graded Bituminous Macadam Grading -2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. DBM Grade-2

Providing and laying Bituminous Concrete Grade-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 percent 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 MORTH specification Sl no. 5.5 clause No. 507 complete in all respects BC Grade-2

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 The finished surface to be level, uniform and fee from streaks and holes.. SOR Kannauj (CH-20, Sl.No.24) DSR Specification No.-MORTH- 803 (8.13)

Reflective Raised Pavemont Markers (Road Studs / Cat Eye) Supply and fixing of reflective raised pavement marker with its body sustace made of touon ASA (Acrylic styrene Acrylonitrite) or HIPS (Hiimpact Polystyrene) or acrylonitrile butadiens styrenc (ABS) The marker shall supported a load of 13635 kg liested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens tace. Retro reflecting surface shall prelerably be 135$ 5° to base and area of each retro- reflecting surface shall not be less than 130 Isqcm road studs shall be legibly marked with name trade mark or other means of Tidenincation of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm.RPM (with twin shank) as per ASTM. DSR Specification No.: MORTH-804 (8.35), SOR Lko, Ch -26, Sl no 5 ROAD STUDS

Eartwork in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing,removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing and laying in cement concrete 4:2:1 of not less than strength of M150 ( stone ballast 4 :2 approved coarse sand : 1 cement) and curring complete, including cost of formwork in foundation [PWD sor Kannauj - Cha-5-Sl No.4]

Providing and laying of reinforced cement concrete in position specified grade in raft foundation , including the cost of centering , shuttering finishing and excluding reinforcement all work up to plinth level in 1:1.5 :3 (1 cement :1.5 coarce sand :3 graded stone aggregate 20 mm nominal size

RCC work Providing and laying of reinforced cement concrete in position specified grade in wall ,c0lumns, pillars , piers , abutments etc ,including the cost of centering , shuttering finishing and excluding reinforcement all work up to plinth level in 1:1.5 :3 (1 cement :1.5 coarce sand :3 graded stone aggregate 20 mm nominal size

Mild steel or iron work in RCC brought to required shape as necessary including bending for proper completion of work .

Providing and laying paving fabric with physical requirements as per Table 700-16 over a tack coat of paving grade Bitumen vg10 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-refectorised cautionary, mandatory and informatory sign as per IRC 87 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminum 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 property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 80 cm. 80 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. (x) 30x90 cm (Left/Right) Object Hazard

Type-A "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC senes channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 11 m below ground/road level, all steal parts and fitments to be galvanised by hot dip process, all fittings to conform to IS.1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm. 330 mm long complete as per clause 810.