Water Resources Department Tender

Collecting & supplying of approved quality of Grade II metal & chips from approved quarry & stacking at work site in regular stacks of 1.50x1.50x0.50M to be measured as one cum. For pre measurement including cost, carriage, royality & all other taxes of all materials etc. complete conveying from stacks laying spreading & compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 Tonnes in stage to proper grade & camber applying & bromming requisite type Dust screening binding materials to fill up the interstices of coarse aggregates watering & compacting to the required density as per clause 404 of MOSRT & H. specification of road & bridge works (4th Revision).

Providing, laying, spreading and compacting stone aggregates of IRC Grade III metal of size 53mm to 22.5mm free from weathered skin and deleterious materials to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 stones in stages to proper grade and camber, applying and brooming requisite type of Dust screening/ binding materials as moorum to fill up the interstices of coarse aggregates, watering & compacting to the required density and thickness of 100mm as per clause No. 404 of MOSRT&H specification for road and bridge works (4th revision) including cos, conveyance, royalty, taxes of all materials, hire and running charges of PRR with cost of all labour T&P required for the work, labour welfare cess etc. complete and as per specification & direction of the Engineer-In- Charge.

Providng & applying primer coat with bitumen emulsion on the prepared surface of granular base including clearing of road surface & applying primer @0.60 kg/sqm using mechanical means as per clause-502 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage. royalty & taxes etc all complete as per direction of the Engineer-in- Charge.

Providng & applying Tackcoat with bitumen using the emulsion pressure distributer @0.20kg/m2 on the prepared surface of bituminous/ granular base cleaned with mechanical broom as per clause-503 of MoSRT & H specification for Road & Bridge works(4th Revision) including all cost, carriage, royalty & all taxes etc.complete as per direction of the Engineer-in- Charge.

Providing & laying of Bitumen Macadam with hot mix plant using crushed aggregates of grading-II (19 mm) premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transported to work site, laid over a previously prepared surface with a hydrostatic Paver Finisher with the sensor control to the required grade, level, alignment and rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage, royalty& all taxes etc. complete as per direction of the Engineer-in- Charge.

Providing &laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed aggregates of grading-II (10mm), premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic Paver Finisher with the sensor control to the required grade, level, alignment and rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage, royalty& all taxes etc complete as per direction of the ngineer-in- Charge.

Collecting, supplying and stacking good quality laterite moorum at work site in standard box heap size of 1.50M x 1.50M x 0.50M to be measured as 1 cum for pre-measurement beyond the trafficable berms and conveying from stacks, spreading mrooum with all leads, lifts and delifts, handling and remanding charges including cost, conveyance, royalty of all material etc. labours and hire charges of T&P materials required for the work, watering and consolidation with PRR including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-charge.

Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty, cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only

Filling foundation and plinth with good quality sand from approved quarry in layers not exceeding 22.50 cm in thickness well watered and rammed with cost,conveyance,royalty, labour, T&P, cess etc. complete as per direction of the Engineer-in-charge.

Cement concrete work of M-15 with 40mm down graded crusher broken hard granite chips of uniform colour and texture and free from weathered skin and detritus materials from any approved quarry including mixing with concrete mixer, hoisting and laying manually, compacting, by vivrator including cost, conveyance, royality of all materials complete including watering etc. as directed by the Engineer-in-charge

Cement Concrete work of M-15 with 20mm down graded crusher broken hard granite chips including mixing with concrete mixer, hoisting and laying manually, compacting, by vivrator including cost, conveyance, royality of all materials complete including watering etc. as directed by the Engineer-in-charge.

Rigid smooth centering and shuttering for R.C.C walls and fins including false work and dismantling them after required period of casting with cost, conveyance, royalty, labour, T&P, cess, etc.complete as per direction of the Engineer-in- charge.