Construction of Home pipe culvert in km 1st RD 800-825 and Pucca drain in km 1st RD 800-850 ,B/wall with drain in km 1st RD 500-750 ,R/wall km 1st RD (0-50 , Providing and laying of WBM Grade II and Grade III including P/L25 mm thick SDBC over 50

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:4:8 ( 1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size ) Nallah including carriages

Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters , columns , piers , posts, struts butteresses , string or laces , courses , parapets , coping , bed blocks , anchorblocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring , shuttering and finishing1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) Cr

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level 1:3:6 ( 1 cement :3coarse sand :6 graded stone aggregate 20 mm nominal size) Crushed including carriage

Dry Random Rubble Masonary with hard stone in foundation and plinth Using Nallah stone with out bond stone including carriages.

Centring and shuttering including strutting propping etc. and removal of form for :Foundations, footings, bases of columns etc for mass concrete

Centring and shuttering including strutting propping etc. and removal of form for :Walls ( any thickness ) including attached pilasters , butteresses , plinth and string course

Providing and laying damp proof course 50 mm thick with cment concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size ( Crushed ) including carriages

Dumping stone including cost of stones. In Horizontal on level incluing carriages

Providing and laying non-pressure NP3 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 including cost of pipes

Supplying /Laying water bound macadam Grade II with specified size of crushed stone agg . 63 mm to 45 mm with 13.2 mm size of stone screening with good earth as binding material including sorting, spreading to tempelate & consolidation with power road roller 8 to 10 tonne capacity etc complete . including all carriage complete.

Supplying /Laying water bound macadam Grade III with specified size of crushed stone agg . 53 mm to 22.40 mm with 11.2 mm size of stone screening with crusher dust as binding material including sorting, spreading to tempelate & consolidation with power road roller 8 to 10 tonne capacity etc complete . including all carriage complete.

Providing and Laying 50 mm thick compacted thickness Bituminous Macadam (B.M) with bitumen of grade VG -10 @ 4% ( percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity for on prepared surface with specified graded crushed stone aggregate for profile corrective base /binder course including loading with F.E. loader, hot mixing of stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction including the cost of primer/ tack coat and rectification of the damaged surface of the road with WBM of required size complete in all respect (Recovery rate of tar @ Rs. 43.5/Kg if supplied by the department) including all crriages complete.

Providing and laying 25 mm compacted thickness SDBC (semi dense Bituminous concrete) with bitumen of grade VG-10 @ 5% ( percentage by weight of total mix) and lime filler @ 2% ( percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, using crushed stone aggregates of specified grading, premixing with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification,including seal coat etc complete and as per directions of Engineer-incharge.

Strenthening of shoulders /berms / surface dressing of the road by way of supply /spreading of river bed material in layers not exceeding 20 cm in depth including consolidation complete in all respect.

SHRI MUTAHIR AHMED MIR

M/S Javed Iqbal