Providing renewal course over the existing surfaceof NH 37 from Ch. 603.160 km to 618.600 km (L 15.44 Km) and From Ch.633.600 Km to 636.800 Km ( L 3.20Km) including providing road side covered PCC drain at Lahowal Town alongwith road safety works

Amount

Excavation for Structure(Earth work in excavation of foundation of structure as per drawing and technical specification,including setting out,construction of shoring and bracing,removel of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material 1.Ordinary soil. 2.Manual Means.

B.Granular Sub -base with close Graded Material(Table-4000-1) By Mix in Place Method(Construction of Granular sub base by providing close graded material ,spreading in uniform layers with morter graded on prepared surface,mixing by mix in place method with rotavator at OMC.and compacting with vibratory roller to achieve the desired density,complete as per cl,401(including all leads & lifts )(including cost of testing of materials at site) Grading I Material

PCC 1:3:6 in Foundation & bed (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days)

Plain/Reinforced cement For wall in sub structure complete as per drawing and technical specification and steel shuttering form work. With plasticiser RCC Grade M-20 Height up to 5m Case I : Using concrete Mixer

Supplying ,fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications From primary Sources (b)Other make ISI approved TMT reinforcement bar of FE-415 N/mm2

Providing weep hole in Brick masonary/plain/reinforced concrete abutment,wing wall /return wall with 100 mm dia AC pipe extending throught the full width of the structure with slope of 1V:20H twards drawing foce complete as per drawing and technical specification Quantity @ 1m spacing

Plain cement concrete in sub structure complete as per drawing and technical specification and steel shuttering form work. Without plasticiser PCC Grade M-20

Tack Coat:'Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) conforming to the section of MoRT&H specification for Road & Bridge works (5th Revision-2013) complete as directed 1) With Bitumen emulsion CSS-1h a) Normal bituminous surface

Providing Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect including all leads and lifts ( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/ cement as filler (refer table 500-9 of MoRT&H specification) (I) with 60/70 or VG-30 grade bitumen ii) for Grading II (19 mm nominal size)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect all leads and lifts. ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) With hydrated lime/cemt as filler (refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS:14982(Refer Appendix-5 of MoRT&H specification) II) with Polymer modified bitumen 70 ii) for grading-II (13mm nominal size)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) conforming to Section 305 of MoRT&H’s Specification for Road & Bridge works (5th Revision,2013) (a) from private land

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i) 90cm equilateral traingle (i) 90cm equilateral traingle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i) 90cm equilateral traingle 60 cm equilateral triangle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i) 90cm equilateral traingle 80 cm x 60 cm rectengular

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 free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980 fixing in position including painting and printing etc ii) Ordinary Kilometere Stone (Precast)

Direction and place identification Signs upto 0.9 sqm size Board.:Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25mmx25mmx4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.

Direction and place identification Signs with size more than 0.9 sqm size Board.:Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25mmx25mmx4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. .

Sailaja Commercial Construction pvt ltd