DEPOSIT-Restoration work for Laying water supply pipe line in Jeevadhara hospital road Ch 0/000 to 2/000-Deposit KWA-General Civil

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.

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

OD234872/2022-2023:Providing, laying and rolling of close graded premix carpet of 20 mm thickness composed of 11.2 mm to 0.09 mm(Morth M-041) (Type-A)aggregates premixed using viscosity grade bitumen (VG 30) @22 kg of bitumen per 10 sqm(MORTH 5.7.1- Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades. By Manual Means.(including the cost of tack coat)

OD237258/2022-2023:Engaging Man mazdoor for clearing the dismantled materials from the site after pipe laying work and other excavations works etc complete as per the direction of departmental officers at site.

FRANCIS P I

Bidder Name

shihab k.a

FRANCIS P I