Annual maintenance of GMDA ...

Amount

Analysis of Granular Sub-Base with Coarse graded material – Grading-III (Table: 400-2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications

Providing and laying RCC Slab of drain cover size (1.0mx0.5mx0.1m) at the missing slab portions of drain, including the cost of concreting, shuttering, reinforcement and transporting and to the satisfaction of Engineer in charge.

Providing and laying RCC Slab of drain cover size (1.0mx0.5mx0.15m) at the missing slab portions of drain, including the cost of concreting, shuttering, reinforcement and transporting and to the satisfaction of Engineer in charge.

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications cycle track

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications

Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specification

Providing Tractor with Trolley at site as per satisfaction of Engineer Incharge

Bidder Name

Amount

Y D Builders and Hotels Pvt Ltd (GSTN-07AAACY0026D1ZW) BID ID -1104690