Lot 04 Renovation of service road of Gadhmau main canal from km 9.508 to 11.216 km Jhansi.

Amount

Construction of granular sub-base by providing well 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.

WBMGrading-2 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 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/ biding materials to fillup the interstices of course aggregates, watering and compacting to the required density grading 2 as per MORD technical specification clause 405

WBMGrading-3 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, crushable screening to fillup the interstices of course aggregates , watering and compacting to the required density grading 3 as per MORD TS clause 405

Providing and applying Prime Coat with bitumen emulsion (S.S.-1) on prepared surface of granular base i/c cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack Coat with Bitumen using Bitumen V.G.-10 distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per TS Clause 503.

Providing laying & rolling of open graded Premix Carpet of 20 mm thickneess composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, i/c spreading mixing in a suitable plant, laying and rolling with 3 wheel 80-100kN static roller in capacity, finished to required level & grades to be followed by seal coat-TS Clause 408

Providing & laying Seal Coat by mannual means with VG-10 Gr. grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type "C" as per Technical Specification Clause 510

EarthWork in MKR mixed soil inculding lead up to 30 m lead and 1.50m lift. with manual compaction and dressing etc complete the work.

Cutting heary under growth and bushes upto 7.5 cm diameter including removal of roots with collection and removal. As per S.O.R. No 4.40(VI B)/sqm

Shree Bankey Bihari Construction

M/s Anuj Tiwari