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| 1 | Earth work in hard soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 2 | Filling foundation and plinth with sand and wel watered &rammedetc . Complete including cost of sand . |
| 3 | Cement Concrete (1:3:6) by using 4cm. Size B.H.G. metal including cost, conveyance etc. complete. |
| 4 | Cement concrete (1:2:4) with 12mm. Size hard broken granite chips (Crusher broken) including all cost, conveyance , royality etc. complete. |
| 5 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. |
| 6 | Rigid and smooth centering and shuttering for C.C. works including false works and dismentalingthen after casting including cost of materials complete. |
| 7 | Supplying ,fitting and fixing 80mm factory made cement concrete inter locking paver block of m30 grade by Block making machine with strong vibratary compacted of a approve size design and shape laid in requred pattenrn died and mouding 50 mm thick of bad coarse sand etc. all complete as per direction of Engineer-in Charge.(item no 1668 Page no 1042,CPWD 2016 |
| 8 | Cleaning the existing granular base surface incluiding removal of binding materialand other foreign materials with brushes and small picks, sweeping with broomor soft brushes and finally dusting with old gunny bags or compress air to receive bituminus. |
| 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(AR, P-167/43) |
| 10 | 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.(AR, P-168/44) |
| 11 | 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 etc complete. |
| 12 | Providing laying 50mm thick compacted Bitumenous Macadum with hot mix plant using crushed stone aggregates of Grading-II and 60/70 penetration grade of bitumen as per clause 504 of MoSRT&H specification for road & bridge work. (4th revision) |
| 13 | Providing and laying 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 |
| 14 | Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads as per Clause 803 of MoSRT&H specification (4th Revision) (Data book page 225) |
| 15 | Provision for construction of transparency pillar with written charges and submission of working photo graphs Please Enable Macros to View BoQ information |
