Construction of road from MES Water Point to Army Camp Potha Via Shahi Khool Km 1st RD 0 to 3rd RD 1000 by way of Balance Earth Work in cutting ,Walling, X-Drainage,150mm thick WBM Gr-II,75mm thick WBM Gr-III,50mm thick BM and 25mm thick OGPC,

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : All kinds of Soil 50% ,Ordinary Rock = 30% & Hard rock =20% ( Requiring Blasting)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: All kinds of soil .

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with : 1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ). including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Dumping stone including cost of stones. On Horizontal on level. including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Reinforced cement concrete work in beams,suspended floors,roofs having slope 15 degree,landing,balconies,shelves,chajjas,lintels,bands,plain window sills,staircase and spiral stair cases upto five level including curing but excluding the cost of centring,shuttering,finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size). including all leads /lifts ,carriage, handling and re-handaling ( Complete job)

Steel reinforcement for R.C.C. work including straighetening,cutting,bending,placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars

Centring and shuttering including strutting propping etc. and removal of form for :-

Foundations,footings, bases of columns etc for mass concrete

Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.

Suspended floors,roofs,landing,balconies and access platforms

Edges of slabs and braks in floors and walls. Under 20cm wide

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying non-pressure NP2 class ( light duty) 900 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete job.

Providing and laying WBM-GR- II 150 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job)

Providing and laying WBM-GR- III with broken Nallah /Crusher stone aggregate of 53 to 22.4mm size including screening of 11.2 mm size and usingcrusher dust as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job)

Providing and laying bituminous macadam of 50mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 3.5% (percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregate with F.E loader , hot mixing of stone aggregates in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitte with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)

Providing,& laying open graded premix carpet of 25 mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 5%(percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant , transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)

M/S Masood Ahmed

M/s Sehrash Rafiq