DEPOSIT-Restoration work for laying water supply line JJM at Indira Ghandi road from ch.0/000 to 2/223 in Annamanada G.P-Restoration work-General Civil Work

Amount

Restoration work

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

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

4.2.A.2: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 vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method

4.12: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.

OD231122/2023-2024:Close graded premix surfacing /Mixed Seal SurfacingCase-1 Type -A:- Providing laying and rolling of close graded premix carpet of 40 mm thickness composed of 11.2 mm to 0.09 mm (Morth M-041)(Type -A) aggregate premixed using viscosity grade bitumen (VG30) @44 kg og bitumen per 10 sqm (Morth 5.11.1 Type A)to the required line, grade, and lebvel om a previously prepared base after priming the existing surfacewith 2.5 kg of emulsion(RS)10 sqm,including mixing in a suitable plant ,laying and rollingwitha a three wheel static roller 80-100 KN capacity and finishing to required level and gradeby mechanical means (excluding cost of tack coat)

OD231146/2023-2024:Man/Mazdoor

GINSON GT

Bidder Name

vinu sivadas

GINSON GT