Reconstruction of Road and Drain 1(P) and maintenance of Road No.3 at IA Khalilabad in Distt. Sant Kabir Nagar.

Amount

Loosening,Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density of 95% of proctor density for embankment construction.MORT&H 305

Collection of 45-90mm stone ballast from approved querry i/c cost of material, stacking charges ,royalty,cartage, etc. complete.

Collection of 45-63mm stone ballast from approved querry i/c cost of material, stacking charges ,royalty,cartage, etc. complete.

Collection of 22.4-53mm stone ballast from approved querry i/c cost of material, stacking charges ,royalty,cartage, etc. complete.

Collection of stone dust from approved querry i/c cost of material, stacking charges ,royalty,cartage, etc. complete.

Consolidation of 45-90 mm stone ballast with stone dust 13 cm loose thick by road roller i/c preparation of sub base, spreading ballast, making medhies to retain water and carriage of material upto 20m but excluding cost of stone ballast and stone dust.

Consolidation of 45-63 mm stone ballast with stone dust 13 cm loose thick by road roller i/c preparation of sub base, spreading ballast, making medhies to retain water and carriage of material upto 20m but excluding cost of stone ballast and stone dust.

Consolidation of 22.4-53 mm stone ballast with stone dust 13 cm loose thick by road roller i/c preparation of sub base, spreading ballast, making medhies to retain water and carriage of material upto 20m but excluding cost of stone ballast and stone dust.

Water allowance shall be allowed between 15 nov. to 31st may for consolidation of stone ballast.

Bitumen painting over W.B.M. surface ( 1st coat )including maintenance of side patteries and watering them during operation for completion of the work i/c all materials, labour, etc . Complete item.

Providing and laying bituminous macadam with 100-120TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface complete item as per MORT&H SPECIFICATIONS.

Providing and laying semi dense bituminous concrete with 100 - 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler comlete item as per MORT&H specifications.

Brick on edge with straight over burnt brick on both side of road complete items.

Excavation in foundation in ordinary soil i/c lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30m complete.

Removal of unserviceable soil i/c excavation , loading and disposal upto outside municipal limit lead coplete item as per MORT&H 301 (3.11)specification

Cement concrete with 40mm gauge brick ballast, sand of 1.25 F.M. and cement in proportion 10:5:1 in under floors i/c supply of all materials, labours, t&p etc complete items.

M-150 Sub class brick work in 1:6 cement and sand of 1.25 FM mortarin foundation and plinth complete items.

2.5cm thick 1:2:4cement concrete floor with cement, app. Coarse sand and 20mm gauge stone grit laid in panels, finished with 3mm floating coat of neat cement complete items.

Struck pointig with cement and 1.25 FM sand mortar , complete items.

Flush pointig with cement and 1.25 FM sand mortar , complete items.

Jungle cleaning / uprooting of trunk vegetations grass, bush, wood trees and saplings of girth foul 30cm measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.

Desilting of drain in foul position including disposal of silt from site to 2.00km out side of industrial area complete item.