Black toping of road from Chandani chowk towards Brij bihari prasad lane in Ward No. 02 Under MMC. Muzaffapur. GROUP-03

Tack Coat on Bitumen surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributer at the rate of 0.20kg/sqmon the prepared surface cleaned with mechanical broom

BITUMINIOUS CONCRETE GRADING II Providing and laying bitumen concrete with higher capacity batch type hotmix plant using crushed agggregate of specified grading premixed with bitumen binder @5.4% of mix and filler. transporting the hotmix to site laying with a hydrolic paver finisher with sensor control to the required grade IEVEI the allignment, rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaxion as per MORTH specification clause 507 complete in all respect

MASTIC ASPHALT Providing and laying 25mm thick mastic asphalt wearing coarse with paving grade bitumen meeting the requirements given in table 500-39, pressed by using mastic cooker and led to required level and slope after cleaning the surface including providing anti skeed surface with bitumen precoated fine grend hard stone chiping of 13.2 mm nominal size @0.005 cum per 10sqm and an approximate sealing spacing of 10cm center to center in both direction pressed into surface when the temperature not less than 1000c, protuding 1mm to 4 mm over mastic asphalt all complete as per clause 516.

Road marking with hot applied thermoplastic compound with reflectorising glass beads on bitumen surface (providing and laying of hot applied thermoplastic compound 2.5mm thich including reflectorising glasss beads @250gram per square meter area thichness of 2.5mm is exclusive of surface applied glass as per IRC 35 the finished surface to be lavel uniform and free from streaks and wholes).

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia.

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 courses etc.

Construction of gangular sub-base by providing coarse graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavtor at omc and compating with vibratory roller to achive the disered density complete as per clause 401.

Demolishing cement concrete including disposal of material within 50m lead:1:3:6 or richer mix

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Four Thousand One Hundred Nineteen