Ministry Of Road Transport And Highways Tender

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-I Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with pavers/manually in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

Bituminous Macadam -I ( 40 mm nominal size ) (Providing and laying 75mm bituminous grade VG-40 for mixing @ 34 kg / M.T.i.e. 3.4 macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour, using crushed aggregates of specified grading, premixed with VG-40 Grade bituminous binder @ 5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) including tack coat with emulsion at 0.2 Kg per sqm on BM surface average thickness 30 mm with gradeing-II material

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

Supply & fixing cats eye (Stimsonite) made out Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type size 12cms.x6cmsx2.5cms. Provided with bituminous adhesive 100g with each unit for fixing. (Engineer grade).

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (i) 60 cm x 45 cm rectangular

Cautionary Warning Sign: Providing and fixing sign boards made out of 2mm alluminium sheet; size 90 x 90 x 90Cms equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1M long Stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3MM, 75 x 75 x 6MM as required; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. [B] High Intensity Grade. (i) 90 cm equilateral triangle

Regulatory / Mandatory Sings: Providing and fixing sign boards Made out of 2MM alluminium sheet size 60Cms. diameter circle as per the design of IRC-67-1977. Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1M long Stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3MM, 75 x 75 x 6MM as required; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. [B] High Intensity Grade. (vi) 90 cm circular

Informatory sings: Providing and fixing sign boards made out of 2MM alluminium sheet size 80 x 60Cms. rectangle as per the design of IRC-67-1977. Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1M long Stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3MM, 75 x 75 x 6MM as required; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. [B] High Intensity Grade. (x) 80mm X 60mm rectanglular

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5.00 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Direction Sign (Junction Board): Providing and fixing sign boards Made out of 2MM alluminium sheet size 244 x 122Cms. rectangle as per the design of IRC-67-1977. Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; Latters and numerals should be as per IRC-30-1968, 3.1M long (2-Nos) Stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5MM, 75 x 75 x 6MM as required; painted with best quality epoxy coatings in black and white bends. The details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade

Hazard Marker Sign: Providing and fixing sign boards Made out of 2MM alluminium sheet size 90 x 30Cms. rectangle as per the design / drawing attached (IRC). Pre treated with phospheting process and acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1M long Stand post and frame fabricated either from suitable size iron angle of 35 x 35 x 3MM and 50 x 50 x 5MM, painted with best quality epoxy coatings. The fixing at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60Cms. for each leg. including excavation, curing etc. complete under the supervision of engineer in charge.

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast).

Prime Coat over WMM: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual means, Depth upto 3m

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 With Batching Plant / Transit Mixer / Concrete Pump.

Gabian Structure for Erosion Control, River Training Works and Protection works Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1200mm dia

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (A) Boulder laid dry without wire crates

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform 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 5 mm, 330 mm long complete as per clause 811)