Providing interlock pavers for the shoulders between Km 326 800 to Km 327 020 on RHS of NH 275 Bantwal Bangalore Section Bidadi Taluk Ramangara District

Amount

Earthwork excavation for foundation structures as per drawing and technical specfication, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. In Ordinary Soil by Mechanical means using Hydraulic Excavator(Depth upto 3.00m)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete within a lead 1 Km, all lifts, loading, unloading, all labour, hire charges of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310 including all labour, hire charges of all machineries, materials with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material ( Table -400-1) , mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer including cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road loading & unloading, all lead and lift with lead of mixed material and all other incidental charges to achieve minimum CBR value of 30%, (Compacted Thickness) etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.Using Grading-I Plant Mix method

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper , laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with lead of mixed material all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) B. By using Motor Grader

Providing and laying heavy duty interlock concrete blocks of 120 mm thick interlock pavers, using M40 grade concrete, confirming ti IS 383, course aggregates 20mm & 10mm granite/basalt/trap metal, clean sieved sand, and using IRC approved admixture, casting the block to approced standard shape and colour with a minimum compressive strength of 40 N/Sqmm over mm thick sand bed ( average thichness) and compacting with vibrator having B25 tonne compaction force here by forcing the sand under neath to come up in between joints, final level, including cost of all material labour, HOM of all machineries, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including form work, curing including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces including cost of all materials, labour, lead and lift, hire charges of machineries etc.and other incidental charges and as per the direction of the Engineer-In-Charge of work for successful completion of work .

BASAVARAJU M C

GREGORY SANTHOSH

Shivu B

HEMANTHAKUMAR R

Bidder Name

BASAVARAJU M C

Shivu B

HEMANTHAKUMAR R

GREGORY SANTHOSH

MARUTHI ENTERPRISES