Water Resources Department Tender

Providing laying 50 mm compacted thick Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level & alignment & rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for road and bridgeworks (4th revision) including cost conveyance royalty of all materials with EMF, DMF, Dist. additional charged hire charges of machineries etc. complete as directed by the Engineer in charge.

Loosing, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density with all leads, lifts, delifts, cost of labour, royalty with EMF, DMF, Dist. additional charges, cess etc. complete as given in Table 300-2 for embankment construction as per Clause-305.3.4 of MoRT&H Specifications for Road & Bridge Works (5th Revision).

Earth work in excavation of foundation in hard soil by all means including levelling and dressing the bed and depositing the excavated earth away from the working area including mobilisation and demobilisation of men and machineries etc. with all leads, lifts, delifts, cost of labour, royalty with EMF, DMF, Dist. additional charges, cess etc. complete as per direction of Engineer-in-Charge.

Providing laying 25 mm compacted thick Semi dense Bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level & alignment & rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridgeworks (4th revision) including cost conveyance royalty, with EMF, DMF, Dist. additional charges and hire charges of machineries etc. complete as directed by the Engineer in charge.

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, watering and compaction with all type of compacting equipment's under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all articles and incidental charges required for the completion of work, complete in all respect including cost of royalty with EMF, DMF, Dist. additional charges of all materials labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section. Borrow area is to be arranged by the agency at his own cost and responsibility)

Quarrying, Collecting, supplying and Stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum, and admixing moorum and sand in 60 : 40 proportion and laying in canal bed and slope in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, EMF, DMF, Dist. additional charges of all materials, labour cess etc. required for the work, watering and compacting to the required density in OMC using PRR, hire and running charges of all machineries and quality control test, complete as per specification and direction of the Engineer-in-Charge.

Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia PVC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, EMF, DMF, Dist. additional charges, cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.

Construction of granular sub-base by providing and laying, spreading and compacting stone aggregates to 200 mm thickness with IRC grade - II materials as per table-401-I to WBM specification including spreading in uniform layers with moter grader on prepared surface mixing by mix place method with rotavater, rolling with VRR in stages to proper grade and camber, applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density at OMC as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost ,conveyance, royalty, cess etc. including labours and hire charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge.

Rigid & smooth centring, shuttering for CC/RCC works including false works and dismantling them after casting including proper curing with cost, carriage, cess etc. all complete as per specification and direction of Engineer-in-Charge.

Providing and applying primer coat with 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 Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, cess, with EMF, DMF, Dist. additional charges including labours and hire charges required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with excavated earth by mechanical/manual means and laying in layers duly compacted, watering including cost, T&P, carriage, royalty with all leads, lifts, delifts, cess all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing, laying, spreading and compacting to 150mm thickness graded stone aggregate to wet mix macadam specification including premixing the materials(as per table-400-II) 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 Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th revision) with all leads, lifts and delifts including cost, conveyance, royalty, with EMF, DMF, Dist. additional charges, cess including labours and hire charges required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm on pre measurement and removal of stumps of trees cut earlier disposal of unserviceable materials to be used or auctioned up to a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge.