DEPOSIT JJM Zone I Restoration work on Vadakkumpad high school Kuniyodu Thekkedathukadavu road from km0 000 to 3400 in Kozhikkode dist General Civil Work 1041107 47256

Amount

Restoration Works

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

OD70525/2025-2026:Filling with granular material on trenches and compacting with plate vibrator etc complete to achieve adequate compaction as per technical specification as directed by Engineer in charge

OD70524/2025-2026:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a plate compactor to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

OD70526/2025-2026:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

OD70605/2025-2026:Providing ,laying and rolling of close -graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (type-A) or 13.2 mm to 0.09 mm(Type-B) aggregates using penetration grade bitumen (VG-30) To the 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 three wheel 8-10 KN static roller, and finishing to required level and grades as per Technical specification clause 509 of MORD

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

ABDULLA KUNHI A (BID ID -2414702)

Bidder Name

ABDULLA KUNHI A

B ABDUL RAHIMAN