Rectification work of Sandi Pakchhee Bihar Black Spot located at Sandi Shahabad road (MDR-107 C)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Carted earth (Including Labour cess but Excluding GST)

Excavation in soil using hydraulic excavator and tipper with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-section and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3. (Including Labour cess but Excluding GST)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (Including Labour cess but Excluding GST)

Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material (Including Labour cess but Excluding GST)

Providing, laying, and spreading 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 paver in subbase/base course on well prepared surface and Compacting with vibratory roller to achieve the desired density. (Including Labour cess but Excluding GST)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including Labour cess but Excluding GST)

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. (Including Labour cess but Excluding GST)

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 (Including Labour cess but Excluding GST)

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 hole, complete as per Technical Clause 803 of MoRTH Specification. (Including Labour cess but Excluding GST)

Providing and laying of Hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 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 hole, complete as per Technical Clause 803 of MoRTH Specification.Ripeted bar (Including Labour cess but Excluding GST)

Providing and fixing of Cat Eyes 3M/Equivalent brand markers series 290 (Cat Eyes) (Red/Yellow Coulor) it made of polycarbonate both side Retro Reflection are electronically welded prismatic retro reflection lens for maximum reflection in both condition (Including Labour cess but Excluding GST)

CAUTION BOARD Providing and erecting direction and place identification retro-reffectorised sign as per IRC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75×75×6 mm finmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm. below ground level as per approved drawing , complete. (90×90 cm) . (Including Labour cess but Excluding GST)

For Stop SignProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post (Including Labour cess but Excluding GST)

Maximum Speed LimitProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iro (Including Labour cess but Excluding GST)

SINGLE CHEVRON Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron pos (Including Labour cess but Excluding GST)

Object Hazard 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, 2 mm thick with area not exceeding 0.9 sqm,. Supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm. below ground level as per approved drawing complete. (Including Labour cess but Excluding GST)

Place identification BOARD Providing and erecting direction and place identification retro-reffectorised sign as per IRC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75×75×6 mm finmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm. below ground level as per approved drawing , complete. (90×90 cm) . (Including Labour cess but Excluding GST)

Supplying of Solar Raised Pavement Markers made polycarbonate molded body with circular shape , solar powered , LED self illumination in active mode , 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode . The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow ( amber ) as per requirement and typical frequency of blinking is 1 Hz . There should be current losses of less than 20 macroamperes at 2.4 V In sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours . The height , width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm . Also , the surface diameter of the marker shall not be less than 100 mm respectively . The weight of the marker shall not exceed 0.5 kilograms . Fixing will be by drilling holes on the road for the shanks to go inside , without nails and using epoxy resin based adhesive and complete as directed by the engineer. as per (Including Labour cess but Excluding GST)

Type - A, "W" Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprisingof 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMS series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below grounded/road level. As per clause Morth 810 (Including Labour cess but Excluding GST)