Construction of sidewalks on both sides of the road and road construction using hot mix asphalt in Sun City Phase-01 colony, Ward-70.

Earth work for cuitting or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. (Excluding Royalty) Analysis rate

Disposal of surplus earth upto 5 km

Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work .

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work.

Providing laying C.C with 2cm gauge approved stone ballast, approved coarse sand and cement in praportion of 1:2:4 including supply of all materials, labour and T&P etc required for proper completetion of the work.

Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B.

Supply and Laying of C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I (zig-zag and 20% coloured tiles)

Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications

Providing and laying 50 to 100mm average compected thickness bituminous macadam using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-30 @ 3.50%(percentage by weight of total mix ) prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge.

Providing and laying 25mm average compected thickness semi - dense Bitminious concrete using crushed stone aggregates of specified grading premixed with binder bitumen of grade VG-30 @ 5.00%(percentage by weight of total mix ) and lime filler @ 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge.