Construction of 24 M Wide Road, Sewer and Drain of Hum-Tum Road from Meerut Road to Outer Ring Road (Zonal Road No-C-24) in Rajnagar Extension.

ROAD Demolishing cement concrete manualy/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal conrete 1:3:6 or richer mix (including equivalent design mix) DSR-2023/15.2.1

Banking excavated earth by mechenical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embanmments for roads, flood banks, and guide banks. etc. lead upto 50 m and for all lift: all kinds of soil DSR 2023 ITEM NO- 2.3.1

Carage of earth from 8 km including loading unloading (SOR-2025)

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Item no-16.2 DSR 2023

Construction of granular sub-base by providing closed graded Material (GRADE-1),spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with front end loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H Specification clause 401 (B) . (A.R.)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Specification clause 406 (A) ..Laying using Mechanical Paver.Plant Mix Method. (A.R.)

Providing and applying Primer coat with cutback MC 30 bitumen emulsion on prepared surface of Granular Base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per MoRT&H Specification clause 502A (II) . (A.R.)

Providing and applying Tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on Granular surface treated with primer cleaned with mechanical broom. as per MoRT&H Specification clause 503 (II) . (A.R.)

Providing & laying dence graded bituminous macadam (D.G.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.50% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORTH specification clause 507. (A.R.)

Providing and laying 40mm. Thick bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading I,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5.40% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORTH specification and as per direction of Engineer-in-charge (A.R.) Specification clause 5096.