Water Resources Department Tender

Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF & additional charge, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF & additional charge, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Providing formwork for concrete with F1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of earth, scarified to a depth of 150mm, mixed with water upto OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoSRT&H Specification for road and bridge work including all cost of labour charges, T&P, hire and running charges of all machineries, Cess, taxes of all matarials excluding GST etc. complete as per direction of the Engineer-in-charge.

Providing and laying granular sub-base including preparing admixture of moorum and sand of approved quality, in proportion (60%moorum and 40%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with Vibratory Roller with sufficient number of passes for each layer including hire and running charges of VRR with other machineries and T&P etc complete cost , conveyance, royalties,DMF,EMF & additional charge and all other taxes, cess of all materials excluding GST to the site of work, all leads, lifts , delifts, labour , T&P and supervision charges complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section).

Supply, collection good quality of moourm including conveying from stacks and spreading sub base in layers not exceeding 100mm watering and compacting to the required density in OMC with PRR but excluding cost & conveyance, royalties, DMF,EMF & additional charge of sub base materials etc complete including cess, taxes and T&P with all leads, lifts , delifts, labour etc. required for the work complete in all respect but excluding GST and as per specfication and as per direction of the Engineer in charge.

Providing, laying, spreading and compacting I.R.C. Grade-II stone aggregate (of size 63mm to 45mm) 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-II metalling in even layers to an uniform thickness comapacted to 75mm 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 interstics by spreading moorum over the metal surface including watering rurf 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, royalties,DMF,EMF & additional charge 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.

Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 0.25 cm thick with cost, conveyance by manual means with all leads, lifts and delifts, cess & all other taxes excluding GST as applicable to site of work including mobilization, demobilization, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-charge. (Turf to be arranged by the contractor at his own cost & Measurement will be taken after survival of grass)

Providing weep holes in plain / reinforced concrete walls, abutment , wing wall/ return wall, retaining wall etc with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face complete as per approved drawing and technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the PVC pipes with all labour , T&P , cost, carriage, cess, taxes of all materials excluding GST, etc complete as per direction of the Engineer-in-Charge.

Providing and laying Bitumen Machadam with Hot Mix Plant using crushed aggregates of Grading-II (19 mm nominal 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 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.

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 laying Semi Dense Bitumonouse Concrete of 25 mm thick with Batch type Hot Mix Plant using crushed stone aggregates of Grading-II (10 mm nominal 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.