Ministry Of Road Transport And Highways Tender

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not exceeding 15 cms thick layer as per drawing including cost of all materials, form work centering, vibrating compacting hire charges of machinery, lead, lift, loading, unloading,transporting stacking, curing finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) RCC M 30 using 20mm and downsize metal, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work. (Using Concrete Mixer)

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, centering, vibrating, including cost of all materials. labour, hire charges of machinary lead, lift, loading, unloading, curing,, finishing the exposed faces etc., complete. RCC M 30 (20mm & Downsize) Ref. to MoSRT&H Specifications 1500, 1700 & 2200, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work. Upto 5mtr Height (Using Concrete Mixer)

Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean seived approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing as per drawing including cost of all materials, labour, hire charge of machineries, transporting, loading, unloading, lead, lifts etc., complete.(excluding the cost of steel and fabrication charges) RCC M35 For solid slab super-structure Ref. to MoRT&H Specification 1500, 1600, 1700, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work.

Providing and laying RCC Wearing Coat M-30 grade as per drawing using granite / trap / basalt aggregates of 20mm and down size using clean sieved approved sand mixing mechanically, carriage by transit mixer and laying by concrete pump, formwork, curing, fabrication of reinforcement including the cost of steel and all other materials, hire charges of machinary, labour, lead, lifts, loading, unloading etc., complete. using concrete mixer Ref. to MoRT&H Specification 2702.including cost of all materials, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications,with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work.

Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in substructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete. Ref. to MoRT&H Specification 1600, 2200, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc.,. complete as per the direction of the Engineer-In-Charge of the work.

Supplying, fitting and fixing in position true to line and level elastomeric bearing confirming to IRC:83 (part-II) section IX and clause 2005 of MoSrT&H Specifications complete including cost of all materials, lead, lift, load, unload, transporation, hire charges of all machinery, with all other incidental charges, all acessories as per drawing and Technical specifications and complete as per the direction of the Engineer-In-Charge of the work.

Providing and Laying of a strip seal expansion Joint catering to maximum horizontal movement upto 70mm including cost and conveyance of all materials, labour and fabrication cost and machinery inputs for various processing operations for mild steel members, welding of anchor strip to anchor plates etc., complete as per approved drawings and standard specifications be installed by the manufacturer/ supplier or their authorised representative ensuring compliance the manufacturer's instructions for installation with all other incidental charges etc.,complete as per drawing as per the direction of the Engineer in charge of work.

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc., complete. Ref. to MoRT&H Specification 2705, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, as per specifications, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe @ 2kg/sqm fixing in position using adhesive with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation,lead, lift, loading, unloading etc., complete Ref. to MoRT&H Specification 2706 & 2200, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc.,. complete as per the direction of the Engineer-In-Charge of the work.

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing including cost of materials, labour, watering, transporting, lead, lift, loading, unloading etc., complete Ref. to MoRT&H Specification 710.1.4. of IRC: 78 & 2200., including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc.,. complete as per the direction of the Engineer-In-Charge of the work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of materials, labour, hire charge of machineries, transportation, lead, lift, loading, unloading etc complete. Sandy material with all lead, including cost of all materials lead, lift, loading, unloading, Hire charges of all machineries, all labour, guarding, barricading, transportation, maintainance of diversion road, as per specifications, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work.

Providing Plain Cement Concrete M15 Ordinary/Grade levelling Course below approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed, laying, vibrating, curing, including cost of all materials, labour, loading, unloading, lead, lift, hire charges of machinery with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge of the work. (Using Concrete Mixer).

Providing and Laying Reinforced cement concrete approach slab using M30 grade as per drawing using 20mm and down size granite/ basalt coarse aggregates and clean sieved approved sand mechanically mixed, fabrication of reinforcements including cost of all materials, labour, steel, fabriction charges, form work, curing, loading, unloading, lead, lift with all other incidental charges etc., complete as per the specification and direction of the Engineer in charge of work

Providing and laying 2 coats of water based cement paint to unplastered cement surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applaying paint @ 1 litre for 2 Sqm including cost & convenance of all materials, labour, lead, lifts with all other incidental charges etc., and as per the direction of the Engineer in charge of work

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing, including cost of all materials,, labour, loading, unloading, lead lift transporting with all other incidental charges etc., complete stone/Boulder and as per the direction of Engineer in charge of work.

Construction of embankment with approved materials deposited at site from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density, including all lead, lifts, loading, unloading, transportation all labour, hire charges of all machineries, guarding, barricading, with all other incidental charges etc.,., complete as per specification and direction of the Engineer-In-Charge of the work.

a) For Bridge

b) For Approach Road

Providing and Laying Reinforced cement concrete pipe NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row, fixing collar with clean seived approved sand cement mortar 1:2, including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete. -Using NP-3 1000 mm dia complete as per specification and direction of the Engineer-In-Charge of the work.

Providingerecting and fixing "W" metel beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post 150 X 75 X 5mm spaced 2m centre to cetre, 1.8 m hight 1.1 m below ground/road level, all steel parts and firments to be galvanished by hot dip process , all fitting to confrom to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 X 75 X 75 mm 330mm long complete includng cost of all materials, labour, loading unloading, lead, lift transporting with all other incidental charges etc.,, complete as per the direction of the Engineer-In-Charge of the work.

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material, mixing in place method with rotavator at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all lead of mixed material with all other incidental charges etc., complete to achieve minimum CBR value of 30% (Compacted Thickness) - Grading-II. as per specification and direction of the Engineer-In-Charge of the work.

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all lead of mixed material with all other incidental charges etc.,, complete (Compacted Thickness) - as per mix design, By using mechanical paver finisher. complete as per specification and direction of the Engineer-In-Charge of the work.

Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 Kg/sqm as per Table 500-3, including cost of all materials, labour, hire charges of machinery, loading, unloading lead, lift, stacking, guarding, barricading, with all other incidental charges etc., complete, complete as per specification and direction of the Engineer-In-Charge of the work.

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving bitumen (80/100 grade Bitumen) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, lead, lift, loading, unloading stacking, with all other incidental charges etc., complete. On black topped surface at 2.00Kg/10Sqm VG 10 grade paving bitumen as per specification and direction of the Engineer-In-Charge of the work.

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with minimum bituminous binder VG-30 Grade paving bitumen (as per clause 504.2.1) complying with IS 73 in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting guarding, barricading with all other incidental charges etc., complete, Using 40-60 TPH hot mix plant 50mm compacted thickness (Grading 2) with 4.50% Bitumen as per mix design. complete as per specification and direction of the Engineer-In-Charge of the work.

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade paving bitumen (as per clause 504.2.1) complying with IS 73 in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting, guarding, barricading, with all other incidental charges etc., complete, Using 40-60 TPH hot mix plant for Grading 2 with 5.40% Bitumen (30mm compacted thickness) Using VG-30 grade paving bitumen (60/70 Grade) as per mix design complete as per specification and direction of the Engineer-In-Charge of the work.