Contruction work of Bariyarpur missing link road from Ramkola Mathauli road in Dist Kushinagar

Earth work in cutting or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc but including royality . as per S.I. NO. 253 (Excluding G.S.T.)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment 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 clause 401 (Excluding G.S.T.)

Cement Treated Subbase Construction of stablized granular sub-base by providing well graded material with 2% cement(OPC), spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (Excluding G.S.T.)

Cement treated base 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 wheeled 80-100 kn 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-3 as per T.S.C. 405 including stablization with 4% OPC Cement.

Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding G.S.T.)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding G.S.T.)

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Including all taxes required and hire charges of road roller.

Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 (Excluding G.S.T.)

Excavation of Foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. (Excluding Royality) as per S.I. No. 251. (Excluding G.S.T.)

Concrete with 4cm (1.5"). Gauge stone ballast, fine sand of 1.25 fineness modulous and cement in proportion of 1:4:8 in foundation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of the work, As per S.I.No.-275. (Excluding G.S.T.)