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| 1 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 |
| 3 | 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 technical clause 401 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate in layers 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 sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | 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 0.70 kg/sqm using mechanical means. |
| 6 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 7 | 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 Percent 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. |
| 8 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 5.40% 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. 509 complete in all respects |
| 10 | Providing & laying in cement concerete 1:3:6( 1 cement : 3 sand : 6 Stone ballast 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/I |
| 11 | Brick masonry work in cement mortar 1:3 in foundation completed excluding pointing and plastering as per drawing and technical specifications |
| 12 | Struck pointing on brick work in 1:3 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work |
| 13 | Plastering with cement mortar (1:3) on brick work in sub structure as per technical specifications. |
| 14 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-20 |
| 15 | Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical spefifications. |
| 16 | Supplying and laying one layer of tar felt or any other equivalent approved material at the junction of wall and roof of any place an roof as per direction of E/I including necessaryoverlap, giving a coat of approved mastic paint belowthe Tar felt and including supply of all materials , labour and tools and plants etc.Required for propercompletion of work fix as per standard. |
| 17 | Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes. |
| 18 | PCC grade M15 Using Batching plant and manual placing .PCC M-15 |
| 19 | Providing and laying filter material Underneath pitching in slopes complete as per drawing and technical specification. |
| 20 | Providing and laying of weepholes in brick masonary in abutment and wing wall with 100 mm dia pvc pipe extending through the full width of the structure with slop of 1v:20H towarddrawing force complete as per drawing in techanical specification |
| 21 | P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe |
| 22 | P/L of 600mm dia RCC NP-4 hume pipe in position |
| 23 | P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe |
| 24 | P/L of 900mm dia RCC NP-4 hume pipe in position |
| 25 | Supply & fixing and erection of built up Cantilever structure of 6m span comprising of one vertical past of 6.00m hieght made up of 300mm NB heavy class MS pipe as vertical welded with 10mm MS plate at Top & 12mm MS Plate at bottom the horizontal truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS pipe as dressing a nd 10mm MS plate at bottom for fixing to vertical post as per structure desig and drawing with one of steel primer and two coat of synathic emamel paint the work includes construction of Rcc foundation of size 0.90x0.90mm of reauired depth as per site condition for built up structure including earth work cost of reinforcement and shuttering the lateral vertical clearance and complete. |
| 26 | Supply of fully retro reflective sign board made of 4mm thick aluminum sheet face to fully covered with 3 m high H.I (high intensity) grade feflectiv sheeting of encapsulated lens type as color required. The retro feflective shall be processed on base aluminium sheet a s per accuracy required nation sign letter, Symbol shall be computerized cutting mattors and fabricated of H.I grade sheeting secure of protection board support angle iron and one/two nos channel post 35x35x5mm painted with smoke gray on sand side two coat of black and white paint. |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and imformatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 8O1 3, fixed cover aluminium sheeting 15mm thick supported on a miled steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement conc 45cm x 45cm x 60 cm, 60cm belwo ground level as per approved drawing.Traffic Signs- SINGLE CHEVRON (NORMAL) |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatory and imformatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 8O1 3, fixed cover aluminium sheeting 15mm thick supported on a miled steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement conc 45cm x 45cm x 60 cm, 60cm belwo ground level as per approved drawing.Traffic Signs- Hazard |
| 29 | Providing and fixing of retro-reflectorised cautionary, mandatory and imformatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 8O1 3, fixed cover aluminium sheeting 15mm thick supported on a miled steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement conc 45cm x 45cm x 60 cm, 60cm belwo ground level as per approved drawing.Traffic Signs- STOP |
| 30 | Providing and erecting direction and place indetifiction retro-reflective fixed over aluminium sheeting, 2 mm thick with area not exeeeding 0.90 sqm supported on a miled steel double angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conctrete 45x45x60 cm below ground level as per approved drawing complete (90x90cm) |
| 31 | Providing and fixing of retro-reflectorised cautionary, mandatory and imformatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 8O1 3, fixed cover aluminium sheeting 15mm thick supported on a miled steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement conc 45cm x 45cm x 60 cm, 60cm belwo ground level as per approved drawing.Traffic Signs- MAXIMUM SPEED LIMIT |
| 32 | S/f of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3 M (USA Make) consisting of ASA Plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax |
| 33 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms 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. |
| 34 | Routine maintenance of 5 years (IInd year) @ 0.25% of (1 to 33) item Civil Cost |
| 35 | Routine maintenance (IIIrd year) @0.50% (1 to 33) item Civil Cost |
| 36 | Routine maintenance (IVth year) @ 0.75% (1 to 33) item Civil Cost |
| 37 | Routine maintenance (Vth year) @ 1.00% (1 to 33) item Civil Cost Please Enable Macros to View BoQ information |
