Public Works Department Tender

Providind concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 02,803,1202&1203. P.C.C M-10 grade nominal mix 1:3:6 (one cement: three sand : Six graded stone aggregate twenty mm nominal size) including all leads and lifts or as per the direction of Engineer - in Charge .

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704. 1201 and 1203. Coursed rubble masonry in cement morter 1.3 including all leads and lifts or as per the direction of Engineer in Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1201 and 1203. Coursed rubble masonry in cement morter 1:5 including all leads and lifts or as per the direction of Engineer in Charge.

Providing and Laying over Cement Concrete bedding as per Clauses 1303 including carriage of meterial in all leads and lifts or as per the direction of Engineer - in Charge

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108, 900 mm dia.including all leads and lifts or as per the direction of Engineer - in Charge

Providing weap holes in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending thorough the full width of the structures with slop of 1(v) : 20(H) towards drawing face complete as per drawing and HPPWD technical specification clauses 614, 709, 1204.3.7 including all leads and lifts or as per the direction of Engineer - in Charge

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition compiete as per drawing and technical specification Clause 1204.3.8 including all leads and lifts or as per the direction of Engineer - in Charge

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 including all leads and lifts or as per the direction of Engineer - in Charge.

Construction of gravel/soil aggregate sub base/base by providing well graded material of nominal maximum size grading 80mm as per table 2.3 of IRC SP 77-2008 spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface mixing by mix in place method at OMC wth tractor mount approptiate rotavator attachment and compaction with three wheel 80-100 KN static roller capacity to achieve the desired density complete as per specifications MORD 2014 contained in para 2.2, 3.6 and 3.7 of IRC SP 77-2008 complete as per technical specification caluse 401 for grading -I material including carriage of material with in all leads and lifts and other incidentals .The rate includes sale tax octori, royality,malkhana ,toll tax, GST, labour cess or other taxes imposed by the Government including all leads and lifts or as per the direction of Engineer - in Charge

WBM Grading -2.Providing, laying, spreading and compacting stone aggregate of specific to water-bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheels 80-100 kn static in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading-2 as per Technical Specification clause 405.including all leads and lifts or as per the direction of Engineer - in Charge

WBM Grading -3.Providing, laying, spreading and compacting stone aggregate of specific to water-bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheels 80-100 kn static in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading-3 as per Technical Specification clause 405. including all leads and lifts or as per the direction of Engineer - in Charge

Providing and applying evenly a primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg (zero point seventy kilogram to one point zero kilogram) per square metre using mechanical means as per technical specification MORD 2014 clause 502 and as per direction of Engineer-in-charge including carriage of material with in all leads and lifts and other incidentals .The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government

Providing and applying tack (RS-I) coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M @ 0.25 to 0.30 kg/sqm.including all leads and lifts or as per the direction of Engineer - in Charge

Providing and laying bituminous concrete(30mm thick) 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete including all leads and lifts or as per the direction of Engineer - in Charge .