Construction of PCC Road, Puliya and Guardwall From Main to House of Nur Islam at, Village Madanmohanpur, Panchayat Madanmohanpur, Block Pakur, District Pakur

Earthwork in excavation in Foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth as obtain to a distance upto 50 m. including all lift, levelling, ramming the foundation trenches,removing roots of trees shurbs all complete & Extra for earth work in hard soil as per approved design building specification and direction of E/I. (5.1.1+ 5.1.2)

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all complete as per sepecification and direction of E/I . SOR WRD part-B pageno.-119(6.1.8)

Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlets, intake wells etc, as per designed section in ordinary of soft rock(where blasting is not needed) (vide classification of soil itam-C) with disposal of soil ( beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (5.1.15.2) Part B, WRD, page no.100.

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:3:6, 20 mm nominal size (5.3.1.4)

Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size ) part -B , BCD -5.3.1.2 .

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:1.5:3, 20 mm nominal size

Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I (5.2.28) PART A PAGE 204 .

Providing ramdom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I (5.2.31) PART A PAGE 204 .

Providing and laying cement concrete in retaining walls,return walls ,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars ,posts,struts,buttresses,string or lacing courses , parapets, cooping, bed blocks,anchor blocks ,plain window sills, illets , sunken floor etc .up to flor five level ,excluding the cost of centering ,shuttering and finishing :-1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20mm nominal size . part -B , BCD -(5.3.2.2 .