Improvement of service road with black topping Chenagaon Distributary Canal from RD 2500m to 5000m under RCD No-II Junagarh

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto1.5m and lead upto 1000m as per Technical Specefication clause 302.3.11

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clause 303.1

Collecting,supplying and laying moorum in layers not exceeding 100mm watering & compacting to the required dencity in O.M.C. with PRR including cost and conveyance of moorum etc comp.

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc complete.

Providing and applying Prime coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Revision).

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface .

Providing and applying tack coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Rev).

Providing and layind Semi Dense Bituminous concrete 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 @ 4.5 to 5 per cent of mix and filler, etc complete.

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 Ordinary Kilometer Stone (Precast) ( Size

Cement concrete M-15 grade with crushed grinite course aggregate of size 20mm down graded of approved quality mixing by concrete mixture placing manually and compacted with vibrater including cost, ocnveyance, royalty and taxes of all materials etc complete as directed by the E.i.C

Rigid smooth centering shuttering with the steel shuttering plates with keys for intermediate constraction joint in raft of weires, barrages and dam blocks including cost of all materials, labour and T & P complete including finishing complete as directed by the Engineer-in-charge

Fine dressing and turfing with initial lead of 50m and 1.5m initial lift as per direction of Engineer-in-charge

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 applied and completed as per the Engg in Charge

Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charge.(AR, P-08/15)

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