Construction Of Damage Road From Electric Pole No 11 To 14 Of Street No 321 By Lying Of Wmm , Wbm With Sdbc Etc Near Narcotic Bureau Office Including Development Of Central Median Of Street No 321 , Traffic Rotary And Median Of Street No 299 , picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed . ( a ) by manual means : ( i ) from 25 mm to 50 mm thick . , construction of granular sub-base by providing graded material , mixing in wet mix plant at omc , carriage of mixed material to work site , spreading in uniform layers with motor grader on prepared surface in proper grade and camber , compacting with vibratory power roller to achieve the desired density , including lighting , guarding , barricading , including cost of all materials , machinery , tools and plants and cost of quality control complete as per clause 401 of specifications for road & bridge works of mort&h ( 5th revision ) . , providing , laying , spreading and compacting graded stone aggregate to wet mix macadam specification including screening of aggregates and granular materials , premixing the material with water at omc in wet 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 , including supply of all materials , machinery , fuel and lubricants , including incidental costs for lighting , guarding , barricading , making earthen bundh to protect the edges including cost of quality control complete as per clause 406 of specifications for road & bridge works of mort&h ( 5th revision ) . , earth work in filling in foundation trenches or plinth with good earth , in layers not exceeding 150 mm . including watering and ramming etc . layer by layer complete . ( payment to be made on the basis of measurement of finished quantity of work ) , prime coat providing and applying primer coat with cationic bitumen emulsion of approved grade conforming to is: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per clause 502 of specifications for road & bridge works of mort&h ( 5th revision ) . ( i ) for wbm / wmm surface: ( with primer @ 070-1 . 0 kg/sqm ) , tack coat providing and applying tack coat with cationic bitumen emulsion of approved grade conforming to is: 8887-1973 on the prepared surface cleaned with hydraulic broom , moistening the surface including cost and carriage of emulsion , hire charges of machinery and labour , cost of fuel and lubricants all complete as per clause 503 of specifications for road & bridge works of mort&h ( 5th revision ) . ( i ) on bituminous surface ( using bitumen emulsion at the rate of 0 . 20 to 0 . 30 kg per sqm . ) , bituminous macadam using hot mix plant ( hmp ) providing and laying bituminous macadam with hot mix plant using approved crushed aggregates of specified grading as per table 500 . 7 premixed with bituminous binder , transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade , level and alignment and rolled with suitable power roller for breakdown , inter-mediate and finished rolling as per specification to achieve the desired * compaction including cost and carriage of stone materials and bitumen , hire charges of machinery and equipment , cost of fuel and lubricants and wages of operational staff , quality control complete as per clause 504 of specifications for road & bridge works of mort&h ( 5th revision ) , b . for grading 2 ( 19 mm nominal size , 50-75 mm thick . ) ( iii ) using drum mix type hmp of minimum capacity 40-60 tph . , providing & laying semi-dense bituminous concrete ( sdbc ) as wearing coarse by hot mix plant , using coarse aggregates , fine aggregates , filler materials and binder of required specification and grading as per approved job mix formula , over thoroughly cleaned surface coated with tack coat , including screening , cleaning of aggregates , mixing the components as per approved job mix formula with hot binder , carrying the mixture by tipper truck or any other approved suitable arrangements , laying the mixture uniformly , maintaining the specified laying temperature , thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of laboratory marshall specimen , including the cost and carriage of aggregates , filler and binder , heating the binder , preheating the aggregates , and filler to the specified temperature , including the hire charges of hot mix plant and other machineries , pay of operators , cost of fuel and lubricants and all other incidental charges complete . using drum mix type hmp of minimum capacity 40-60 tph . , providing and fixing at or near ground level precast cement concrete in kerbs ( size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top ) of cement concreat m20 grade without reinforcement , fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying cement concrete with jhama khoa ( 1:4:8 ) as per specification and direction of engineer-incharge including filling of joints with 10 mm thick cement morter ( 3:1 ) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete . , providing and fixing at or near ground level precast cement concrete in kerbs ( size: 550 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top ) of cement concreat m20 grade without reinforcement , fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying cement concrete with jhama khoa ( 1:4:8 ) as per specification and direction of engineer-incharge including filling of joints with 10 mm thick cement morter ( 3:1 ) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete . , relaying disturbed channel stone on new lime concrete ( 18 : 36 : 100 ) bed up to 75 mm thick . , applying exterior grade acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured ( matt finish ) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly , complete as per manufacturers specification and as per direction of the eic . , surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed . , protective and decorative acrylic exterior emulsion paint of approved quality , as per manufacturers specification and as per direction of engineer-in-charge to be applied over acrylic primer as required . the rate includes cost of material , labour , scaffolding and all incidental charges but excluding the cost of primer . , removal of unserviceable soil with disposal upto 1000 metres removal of unserviceable soil including excavation , loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per technical specification clause 302 . 3 . 11 for rural roads of mord . ( mode ofmeasurement: pre works and post works )
