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| 1 | Clearing and Grubbing road land incl. uprooting rank vegetation,grass,bushes, shrubs,sapling and treegirth upto 300 mm,removal of stumps of trees cut earlier and disposal of unserviciable materials and stacking of servicable material to be used or auctioned,upto a lead of 1000 metres incl. removal disosal of top organic soil not exceeding 150mm in thickness etc. complete and as per direction of Engineer-In-Charge |
| 2 | Flank dressing to proper camber etc. complete |
| 3 | Earth work in hard soil or gravelly soil within 50 mtr initial lead and 1.50 mtrintialliftincluding rough dressing and breaking clods to maximum 5cm to 7cm and laying in layersnot exceeding0.3m in depth and as per the direction of the Engineer-In-Charge. |
| 4 | Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete. |
| 5 | Providing & applying tack coat with bitumen (RS-1) using emulsion distributor at the rate of 0.2-0.25kg sqm on the prepared bitumenous surface properly cleaned with hydraulic broom as per technical Specification Clause 503. |
| 6 | Labour for laying 20mm thick PMC using 0.27cum of 13.2mm to 5.6mm size hgcb chips and 14.6kg penetration grade of Bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR,HM Plant,Bitumen boiler and all other T&P articles as per direction of EIC |
| 7 | Providing and laying semi dense bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bitumininiousbinder of 60/70 penetration grade of bitumen , transportingthe hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and allignment , rolling with smooth wheeled , vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT & H Specificaion for road and bridge works( 4rth Revision ) etc. complete as per specification and direction of the Engineering in charge. |
| 8 | Providing 75mm. compacted thickness of WBM metalling with following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficablebermof approved quality from approved quarry including cost, conveyance, royalty & taxes of all materials cost of T&P articles required for the work, labour charges for conveying from stacks & spreading& laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR, Labour charges for conveying moorum from stacks, filling the interstics spreading the same over the metalled surface in required quantities, watering, including carriage of water for consolidating with PRR including hire & running charges ofPRR & all other machineries etc. complete as per specification & direction of the Engineer-in-Charge |
| 9 | RCC M15 grade Kilometre stone/local stone of standard design as per IRC & fixing in position including painting and printing etc. as per drawing & technical specification |
| 10 | Guard post |
| 11 | Km Stone |
| 12 | 200 m StoneStone |
| 13 | Providing Fitting fixingof semi reflective cautionary & directional sign board etc. Complete and as per direction of Engineer-In-Charge |
| 14 | For 600 mm Circular |
| 15 | For 900 mm Equilateral triangle |
| 16 | For 600 x450 mm Rectangular |
| 17 | Painting twocoats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surface /Concrete surface as per drawing etc complete |
