Ministry Of Road Transport And Highways Tender

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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.

Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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. 505 complete in all respects.

Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Advance Direction (1600x1250mm)

Informatory Sign (1200x1000mm)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro-reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67

60 Cm Circular

75 Cm Octagonal

90 Cm Traingular

Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) , The Marker shall support a load of 13,635 kg tested in accordance with ASTMD4280 and its reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. road studs shall be legibly marked with name trade mark or other means of identification of the manufacturer. Dimensions of road studs should not be less than 100MM X 100MMX 10MM. (RPM (with shank) as per ASTM)

The solar cateye shall be produced from an engineered polymer selected for superior empact resistance and weather-ability. The top of the marker should be tranparent for solar charging and light without in active mode. The base of the body shall be yellow or natural white as approved by engineer in charge. The marker shall incorporate a solar panel(comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illuminitaion and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These marker are intended for appliction directly onto pavement surface and shall be applied with epoxy resin adhisive designed for use with raised pavement markers and as supplied by the marker manufaturer saparately. The solar cat eye shall be of height 65+-2mm and maximum diameter 136+-4mm. The solar stud/cat eye shall be listed for water ingress as per IP 65 standard andd IP 68 standard and compressive strength of 13635 kg tested in accordence with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somhoe tender pre qualifiaction condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The shall include all material, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge.

BOQ Part -II Under NH Division PWD Lakhimpur Kheri

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. Shoulders Part

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. But excluding GST. Shoulders Part

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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.(using 8% plastic waste)

Dismantling of flexible pavment and disposal of dismantle material upto a lead of 1000meters, stacking, serviceable and unserviceable materials separately

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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. 505 complete in all respects.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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 Rtes are inclisive of all taxes ,royalty etc. all T&P Machine material and labour required for proper completion of work As per SOR SI.No- 19.01 (I)Edge Line(II)Zebra crossing at both sides of T-junction,Before / after Abadi portion ,(III)Stop line With Zebra Crossing

Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

Providing and laying of repeatitive bars of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 500 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 as per MORTH specification.) Before / after Abadi portion(II)Before / after T-junctions(III)School

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro-reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67

90 Cm wquilateral Triangle

75 Cm Octagonal

90 Cm Circular

Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) , The Marker shall support a load of 13,635 kg tested in accordance with ASTMD4280 and its reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. road studs shall be legibly marked with name trade mark or other means of identification of the manufacturer. Dimensions of road studs should not be less than 100MM X 100MMX 10MM. (RPM (with shank) as per ASTM)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

The solar cateye shall be produced from an engineered polymer selected for superior empact resistance and weather-ability. The top of the marker should be tranparent for solar charging and light without in active mode. The base of the body shall be yellow or natural white as approved by engineer in charge. The marker shall incorporate a solar panel(comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illuminitaion and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These marker are intended for appliction directly onto pavement surface and shall be applied with epoxy resin adhisive designed for use with raised pavement markers and as supplied by the marker manufaturer saparately. The solar cat eye shall be of height 65+-2mm and maximum diameter 136+-4mm. The solar stud/cat eye shall be listed for water ingress as per IP 65 standard andd IP 68 standard and compressive strength of 13635 kg tested in accordence with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somhoe tender pre qualifiaction condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The shall include all material, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge.

Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high, with 1.15 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, 546 mm long complete as per clause 810 (Including excavation and concreting (Size 0.30x0.30x1.10 mt) Fixing complete )