Development works at Deen Dayal Upadhyay Urban Residential Scheme (Phase-I), Dausa

Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of non thorny jungle.

Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one soft copy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting / filling as per L-Section & Cross section

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m - 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.

Construction of Embankment with Material Obtained from Roadway Cutting - 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.

Construction of Embankment with Material Obtained from Borrow Pits - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3.

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond Ist Km (upto 5 Km.) NOTE - 1. Rates are for net quantities after deduction of voids 2. Part of Km beyond 1 Km. will be treated as under : 1.499 = 1.00 Km. 1.501 Km. = 2.00 Km 3. The rates are inclusive of loading and unloading 4. The rates are inclusive stacking if stacking not required no deduction shall be made

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond Ist Km NOTE - 1. Rates are for net quantities after deduction of voids 2. Part of Km beyond 1 Km. will be treated as under : 1.499 = 1.00 Km. 1.501 Km. = 2.00 Km 3. The rates are inclusive of loading and unloading 4. The rates are inclusive stacking if stacking not required no deduction shall be made

Granular Sub-base with Well Graded Material (Table 400-1) - By Mix in place mathod Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader onprepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading I Material.

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-11 & 400-12 and MoRTH Specification Clause 406. By Mechanical Means with all lead.

Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20mm thick base of cement mortar1:6 including jointing earthwork, pointing & jointing with cement mortar 1:4 of size (22.5 x 25) x 30 cm2. Kerb.