Water Resources Department Tender

Providing, laying, spreading and compacting I.R.C. Grade -III stone aggregates (of size 53mm to 22.40mm) confirming to sieve analysis as per specification and moorum of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and moorum for IRC grade-III metalling in even layers to an uniform thickness compacted to 75 mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works (4th revision) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstices by spreading moorum over the metal surface including watering turf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of watering and carriage of water including cost,conveyance, royalty,DMF, EMF, Additional charges and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge.

Providing and laying Bitumen Machadam with Hot Mix Plant using crushed aggregates of Grading-II (19 mm nomonal size) of 50 mm thick , premixed with bituminous binder of 60/70(VG-30) penetration grade of bitumen, transporting from the hot mix plant to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty, DMF,EMF,additional charges, excluding GST etc complete as per direction of Engineer-in Charge.

Providing and laying Semi Dense Bitumonouse Concrete of 25 mm thick with Batch type Hot Mix Plant using crushed stone aggregates of Grading-II (10 mm nomonal size) , premixed with bituminous binder of 60/70(VG-30) penetration grade of bitumen, transporting the from hot mix plant to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per , clause 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty, DMF,EMF,additional charges, excluding GST etc complete as per 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 @ 0.60 kg /sqm using mechanical means as per clause 502 of MoSRT&H specification for road and bridge works (4th revision) with all cost,conveyance, labour, T&P and Workers Welfare Cess etc. complete, but excluding GST as per direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqmt on the prepared surface of bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification for road and bridge works (4th revision) with all cost,conveyance, labour, T&P and Workers Welfare Cess etc. complete, but excluding GST as per direction of the Engineer-in-charge.

Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means, loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering approved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, . cess & taxes of all materials excluding GST but including cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing and specification and direction of the Engineer-in-charge excluding compaction charges (Measurement is to be taken on the finished level section & payment will be made after compaction ).

Removing old revetment & approns & repacking with old stones including all labour with all leads, lifts and delifts and T&P, cess etc required for the work complete in all respect but excluding GST and as per specification and as per the direction of the Engineer-in-charge.