Name of Work: Construction of Interlocking Road from Dataram poonia\"s House to kheru chhoti raste ki aur village kheru bari
Sl. No.
Item Description
1
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 upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3
2
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3
3
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading II Material
4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate (By Mechanical Means)
5
ProvidingandLayingofInterlockingM-30gradeConcreteBlockPavementshavingthickness80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category \"B\" : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004.
6
Earthworkin excavation forstructuresasper drawingand MoRTHspecificationsClause304.1 including settingout,constructionofshoringandbracing,removalofstumpsandotherdeleteriousmaterialand disposaluptoaleadof50m,dressingofsidesandbottomandbackfillingintrencheswithexcavated suitablematerial. Ordinary soilUpto 3 m depth
Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc.for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm
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