Construction of P.C.C. Road from upper tola chamdande to niche tola chamdande at village Chamdande in panchayat Bara Paktri under block-Sunderpahari, Dist-Godda.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tablea 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.41 S.O.R. Item No.3.20 Case-II (ii) RCD 3.20 Case-II (ii) RCD

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 RCD 3.18

Construction of granularsub-base by providing close graded material,spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory roller to achievethe desired density, complete as per clause 401. Grading -1 Material RCD 4.01 B(i)

PCC Grade M20 using batching plant, transit mixer & manual placing RCD 6.02

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.+Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) BCD 5.1.1+5.1.2

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) BCD 5.3.1.2

Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.28

Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.31

Labour laying, fitting and fixing NP2 hume pipes wit collars in line , level and grade, as well as providing appovd jointing mateials and joints properly filled to make them water proof, all complete as p specificaion an ddirection of E/I. WRD 7.6.1.5

Supplying NP2 hume pipe dia -do-do- all complete as per specification and direction of E/I SLNO 16 (M300 PAGE-86