KXJ_ BADP(SCA)_18-19_03

Amount

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 1000 m as per Technical Specification Clause 301.5 (I) Private Land

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 lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base with close graded material (Table -400-1-(B) By Mix in place method Construction of granular sub-base course by providing close graded material, spreading in uniform layers with motor grader 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. (with an initial lead of 5km)( Including cost of testing materials at site and laboratory as directed by Deptt.(II) For Grading I Material

WBM-3 using stone screening type -B 11.2 mm for Gr. III-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 (A) By Manual Means ,

Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504 including eade Block/Edge Restraint

Construction of 600mm dia NP3 HP Culvert : Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil (i) Up to 3m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 A. With Crushed Stone I) P.C.C grade M 10 (1:3:6)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (600mm dia)

Construction of Toe Wall : Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil (i) Up to 3m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 A. With Crushed Stone I) P.C.C grade M 10 (1:3:6)

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications clause 802,804,806, 807 and 1204 A. With Crushed Stone I) P.C.C grade M 15 (1:2:4)

SAMSUL HOQUE CHOUDHURY