SLTF 2020-21 Stripped BT and patch works to Cherani Pannipara road Km 0/600-12/200 excluding 8/400-10/800 Manjeri byepass 2nd reach in between Km 0/000-0/100,Km0/300-0/430and Km 0/550-0/760 and Manjeri NSS college road 0/000-1/400 and TB road Manjeri

Amount

Patch and strpped BT work

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

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

od21655/2020_2021/RD:Filling with Quary Muck Filling up low lying and water logged areas with local material from quarry spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (LSGD approved OD No. 51.2.3)

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

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

55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.

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.

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.

od22605/2020_2021/RD:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using viscosity grade bitumen (VG-30) to 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

SHABEER K.K.

BASHEER P.P.

Bidder Name

K K ABOOBACKERHAJI

BASHEER P.P.

SHABEER K.K.