Package No. TRC/SOPD-G/GOH/08

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Manual Means (B) In area of non thorny jungle

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Extra Lead

Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with a lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 303.1 (i) By Mechanical Means (I) From private land

Construction of granular Sub Base by providing well 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 smooth wheel roller to achieve the desired density,complete as per Technical Specification Clause 401 (ii) For grading II material

WBM Gr III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and laying Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504.

Extra for Providing and laying Coloured ICBP as per Technical Specification Cl.1504 complete including carriage.

Tack Coat:- Providing and applying tack coat with bitumen emultion (CRS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503. ( 38 % of total area)

Semi Dence Bituminous Concrete: (Providing and laying semi dence bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed stone aggregate of specified grading premixed with bituminous binder @ 4.5 to 5% of mix and filter transorting the hot mix to work site, 508 @ 4.5 to 5%, laying with a hydrostatic paver finsher with sensor control to the reqd. grade level and alignment rolling thesmooth wheeled vibratory anf tandem roller to achieved the desire compaction as per MoSRT&H Clause No. 508 complete in all respect. (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant (including cost of testing of material at site and laborotory as directed by the deptt.) (a)With hydrated lime/cement as filter (refer table 500-9 of MoSRT&H specification) (I) With 60/70 or VG 30 grade bitumen (ii) For Grading-II (10mm nominal size).

Providing and erecting direction place identification retro-reflectrorised sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 75x75x6mm, 2 Nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing.

M/S HITENDRA KUMAR BARAH