MMNPPNA_25_26_01 (1) Improvement of Road at Pechadahar MNP Road to Daspara Shiv Mandir at Tarapur Pt-IV (Phase-T), (2) Construction of RCC Covered Drain at Shivalik Park and Improvement of Sudharsan lane at SMC point, (3) (1) Improvement / Constructi

(i) Improvement of Road at Pechadahar MNP Road to Daspara Shiv Mandir at Tarapur Pt-IV (Phase-I) Clearing and Grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300m,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 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per T.S clause 201.(i) By Manual Means (A)In area of non thorny jungel.

Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials 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 1000 m as per Technical Specification Clause 301.5.(i) Private Land.

Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared 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 Technical Specification Clause 401.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 . 3) WBM Grading -iii Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means

Providing & laying of Interlocking Concrete Block Pavement(M40) having thickness 80mm as per drawing and technical specification clause 1504.Complete including carriage (including Edge block/ Edge restraints)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Construction of H.P culvert NP3 (single barrel)1000.00mm Earthwork in Excavation for foundation of structures up to 3.00 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backs filling with approved materials

Bedding for Pipe (ii) Type B (First class) bedding.laying (first class) bedding on well compacted sand,moorum or approved granular material as clause 1105(ii) (ii) Granular Materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix in levelling course below open foundation of head wall as per drawings and technical specification clause 1109 A. With crushed stone