Water Resources Department Tender

Providing and applying tack coat with bituminous emulsion (60/70) penetration grade using the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads , lifts and delifts including cost ,conveyance,cess and taxes of all materials including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 20mm thick premix carpet using 0.27 cum of 13.2mm to 5.6mm size crushed stone chipping and 12.70 Kg. penetratin grade of bitumen for 10.00 sqm road area after applying tack coat with bitumen emulsion @ 3.00 Kg. per 9.29 Sqm road area on prepared surface of granular base including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles including cost, conveyance royalty, taxes, cess of chips and bitumen with all labour and T & P etc. complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 6mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips as per sieve analysis and 6.8 Kg. of bitumen for 10 sqm including hire and running charges of PRR, hot mix plant , tar boiler and all other T & P articles including cost, conveyance, royalty, taxes, cess of chips and bitumen with all labour and T & P etc. complete as per specification and direction of the Engineer-in-Charge.

Flank dressing to proper camber including cost, carriage, taxes, cess of all materials, labour and T & P etc. all complete as per direction of the Engineer-in-Charge.

Quarrying, collecting & supplying of good quality of moorum from approved quarry and stacking near work site in regular box heaps of 1.5 x 1.5 x 0.5 m to be measured as one cum with all leads, lifts and delifts including cost, conveyance, royalty, taxes of all materials etc. complete & spreading the same on the road surface and flank, consolidation with PRR including watering etc. complete with all labour, T & P, taxes, cess etc. all complete as per the direction of the Engineer-in-Charge

Earth work in suitable type of soil in borrow area and loading in to transport vehicle manually or mechanically and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with all leads, lifts,delifts including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transport earth including laying in layers not exceeding 22.50 cm in depth with hire & running charges of all machineries, T & P, cost of labour,carriage, royalty, cess , taxes etc. all complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken in level section only)

Providing 6mm thick Sand blinding on the road surface including cost, carriage, royality, taxes, cess of all materials, labour and T & P etc. all complete as per direction of the Engineer-in-Charge.

Clearing and grubing shrub jungles, uprooting stumps and small bushes and trees below 1.0m. girth on premeasurement including disposing the debris away from the work site with supply of equipment, tools and plants with all leads, lifts, delifts, including labour, T & P, hire and running charges of all machineries, taxes, cess, etc. all complete as per the direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific size of 90mm to 45mm (IRC Grade - I) to W.B.M specification including cost, carriage, royality and all other taxes to water bound macadam specification in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber including conveying, spreading of filter material with screening / binding materials as moorum to fillup the interstices by spreading the same over surface consolidation with PRR and brooming requisite type of binding materials to fill up the interstices to course aggregate, watering and compacting to the required density as per Clause - 404 of MORST & H. specification for road work including all taxes, cess, labour, T & P & quality control testing charges of materials etc. complete as per direction of the Engineer-in-Charge.

Quarrying, collecting & supplying of good quality of moorum and sand from approved quarry and stacking near work site or at approved stack for presurement in regular box heaps of 1.5 x 1.5 x 0.5 m to be measured as one cum and conveying from premeausred stacks and mixing the sand and moorum in required propertion (30:70) to form the admixture and spreading the same over the prepared surface not exceeding 100mm in layers to required thickness including watering and compacting to required density with PRR with all leads, lifts and delifts including cost, conveyance, royalty, taxes of all materials with hire and running charges of machineries with all labour, T & P, taxes, cess etc. all complete as per the direction of the Engineer-in-Charge