Package No CE/EAP/AM/SF/1

Amount

Clearing and grubbing road land, road embankment, drain, cross drainage etc. complete as per Technical Specification Clause 201.

Scarification of existing road surface without disturbing the base including disposal of unsuitable material with all lead and lift or directed by the Engineer and clearing complete as per relevant clause of 501.8.3.2

Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of technical specification clause 305 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the Engineer).

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with with all lead and lift, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2 of technical specification clause 305) (including cost of testing of materials at site and laboratory as directed by the Deptt.)

Turfing with Sods (Furnishing and laying of the live sods ofperennial turf forming grass on embankment slope, verges or otherlocations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

Providing, laying, spreading and compacting Wet Mix Macadam both for widening/ full width base complete as per Technical specification Clause 406. Grading- III Using Screening Type-B (11.2mm Agg.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of the road surface and spraying primer @ 0.60 Kg/sqm With bitumen emulsion CSS-1h using mechanical means as per technical specification clause 502

Providing and applying tack coat with bitumen emulsion CRS-1 using emulsion pressure distributor on the prepared bituminous/granular surface treated with primer including cleaning etc. complete as per technical specification clause 503 with mechanical broom (III) With Bitumen emulsion CRS-I a) Normal bituminous surface

Providing and applying tack coat with bitumen emulsion CRS-1 using emulsion pressure distributor on the prepared bituminous/granular surface treated with primer including cleaning etc. complete as per technical specification clause 503 with mechanical broom (III) With Bitumen emulsion CRS-I c) Granular surfaces treated with primer

Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour or equivalent 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 mix to work site, laying with a hydro static paver finisher with sensor controlled to the rquired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to acheive the desired compaction as pe MoSRT&H cl. no. 507 complete in all respect. With hydrated lime as filler (refer table 500-9 of MoSRT&H specification) With VG-30 grade bitumen For grading - II (19 mm nominal size)

Providing and laying bituminous concrete wearing course complete with refinery produced modified bitumen conforming to PMB 40 as per IRC-SP:53-2002 as directed by the Engineer and as per technical specifications 509 and 521.A)With hydrated lime as filler (refer table 500-9 of MoSRT&H specification ii)For grading - II (13 mm nominal size)

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) a) Mandatory/Regulatory Signs ii) 60 cm circular

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) a) Mandatory/Regulatory Signs iii) 90 cm Octagon Sign

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) b)Cautionary Warning Signs iv)90 cm Triangular Sign

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) c)Information signs vi) 60 X 45 cm Sign

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) c)Information signs vii)80 X 60 cm Sign

Providing and fixing of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on single G.I post 80 mm nominal bore and 4.8 mm thick firmly fixed 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) c)Information signs viii) 60 X60 cm Sign

Direction and place identification sign upto 0.9 sqm size board: Providing and erecting advance direction ,direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on two G.I. post 100 mm nominal bore and 5.4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Direction and place identification sign more than 0.9 sqm size board: Providing and erecting advance direction ,direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on two G.I. post 100 mm nominal bore and 5.4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.) Over 10 cm in width

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 confirming to the MoSrt&H (for bar marking two coats).

Painting two coats on new Concrete Surfaces after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

Providing and fixing road studs for permanent marking comply with standard EN1463 and BS 873 (Part:IV) according to the CIL requirements to ASTM D 4280 standard

Providing reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications. i) 5th Km. Stone (Precast)

Providing reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications. ii) Ordinary Km. Stone (Precast)

Providing reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications. iii) 200 meter stone (Precast) as per IRC 26-1967

Providing and fixing Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC: 25-1967, fixed in position including finishing and lettering but excluding painting as Technical Specifications section 800..

Type - A, "W": Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated hot dipped galvanized sheet metal beam rail width 313mm, depth 83 mm,having minimum yield strength of 2400 kg/sqcm, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized 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 drawing and as per technical specifications clause 810 and as directed by the Engineer

Providing raised pedestrian crossing/ speed tables across the roadway with sections of 75 mm high, 7.0m overall width with 3.0m flat top complete as per detail drawing and Technical Specification.

Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 including all lead and lift complete as per technical specification and as directed, a) 80 mm thick interlocking precast blocks having compressive strength of 40 N/sqmm

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.( For edge restrain beam of ICBP of Paved Shoulder) PCC Grade M30 Using Concrete Mixer

Construction of M-20 grade Cement Concrete Covered Drain cum pedestrian footpath with 75mm thick precast covered slab including earthwork in excavation, leveling, profiling and preparation of bed with PCC M10 grade complete as per detailed drawings and specification and as directed by the Engineer.

Providing and laying 12 mm thick mastic asphalt wearing course ontop of deck slab excluding prime coat with paving grade bitumenmeeting the requirements given in table 500-29, prepared by usingmastic cooker and laid to required level and slope aftering cleaningthe surface, including providing antiskid surface with bitumen precoated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of10cm center to center in both directions, pressed into surfaceswhen temperature of the surfaces not less than 100 degC., protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515

Replacement of Expansion Joints complete as per drawings and Technical Specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. (B)For RCC Railing

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Dry rubble Flooring, Construcytion of dry cum rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (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.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry

M/S. M.P. AGARWALLA