B.K Kakati road , (2) Karnachal GNB road, (3) A.T. Road

Amount

Cold miling of Bituminous pavement surface upto the required depth by machanical means using milling machine without disturbing the under laying layers to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the miled materials for reuse, necessary guarding barricading & lighting, including hire charge of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge.

Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Removal of Unserviceable Soil With Disposal upto 1000 metres (Removal of unserviceable sol including excavation, loading and disposal upto 1000 metres load but excluding replacement by suitable soil which shall be paid separately as per clause 306)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) Quantity as per statement enclosed

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.), for grading- II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) 'Grading- III

Providing and Laying of Interlocking Concrete Block Pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per drawings and Technical specification as directed.(a) 80 mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Cold Mix binder (including Gravel Emulsion) (as per IRC:SP-100- 2014): Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified

Seal coat with Cold mix Binder: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type A,Type B and Type C as per Technical specification clause 510.With cold mix Binder(As per IRC:SP:100- 2014)and through credible technology partners duly licensed by CRRI

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Plain /Reinforced cement concrete in super structure complete as per drawing and technical specification and steel shuttering formwork(M-20)

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.