Improvement / Up-gradation by way of Providing / Laying 50mm thick Bituminous Macadam with 25mm thick Premix Carpet and providing/laying of WBM Grade II and Grade.III incl. drain ,removal of slips and construction of R/wall, Brest Wall etc on Lower

Amount

Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.In soils; mixed with moorum/Kankar/shingle/boulders; disposallead upto 50 m and lift upto 1.5 m.

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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil : ( incl. all carriages lead and lift)

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah ( incl. all carriages lead and lift)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) nallah ( incl. all carriages lead and lift)

Hand packed stone filling in horizontial incl supply of stones ( incl. all carriages lead and lift)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ( incl. all carriages lead and lift)

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. ( incl. all carriages lead and lift)

Supplying and stacking at site/Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. ( incl. all carriages lead and lift)

63 mm to 45 mm

53 mm to 22.4 mm

Supplying and stacking/spreading 11.2 mm nominal size (Type B) ( incl. all carriages lead and lift)

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. ( incl. all carriages lead and lift)

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. ( incl. all carriages lead and lift)

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. ( incl. all carriages lead and lift)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( incl. all carriages lead and lift)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plumb ( incl. all carriages lead and lift)

providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete ( incl. all carriages lead and lift)

Centering and shuttering including strutting, propping etc. and removal of form for alls (any thickness) including attached pilasters, buttresses, plinth and string courses etc ( incl. all carriages lead and lift)

Carriage of excavated mulba av. Distance 03km by MT

M/s Sameena Begum Co

M/S GULZAR MATOO AND CO. PROP. GULZAR HUSSAIN MATTOO

M/S SURESH KUMAR AND SONS