DEPOSIT Restoration work in various roads in Kothamangalam Road cutting by KWA Erappungal Chemmenkuth Malipara Road Malipara Road Ch1/400-2/950, Chelad MaliparaVettamapra Ch 2/450 to 3/300 General Civil Work

Amount

ROAD 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

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

4.1.B.1: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-V - For sub-base cum drainage layer - 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.

OD96555/2022-2023:Providing, laying and rolling of close graded premix carpet(CGPC) of 20mm thickness composed of 11.2mm to 0.09mm(MORTH M-041)aggregate premixed using viscosity grade bitumen (VG30 @ 22KG OF bitumen per 10sqm(MORTH5.7.1 TYPE A)to required line,grade and level on a previously prepared base, including mixing in a suitable plant,laying and rolling with athree wheel static,roller of 80-100KN capacity,finished to required level and grades.By manual means

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

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.

OD252432/2022-2023:Dismantling and relaying departmental interlocking tile (60% existing tiles reused) 100mm or nearest size thickness, providing a layer of 6mm aggregate for 5cm thickness, then layinginterlock cobbles in lines and levels as per the direction of the departmental officers at site.

OD1091/2022-2023:OD19565/2021-2022 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications; PCC Grade M15 ( Without formwork) with 20mm aggregates for wearing coat of culvert,drain etc

Liju Paul

ASHIK P MUHAMMED

Bidder Name

Liju Paul

ansar

ASHIK P MUHAMMED