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| 1 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (including all taxes, labour cess etc but excluding GST.) |
| 2 | 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 (including all taxes, labour cess etc but excluding GST.) |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting:- 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. (including all taxes, labour cess etc but excluding GST.) |
| 4 | Construction of Embankment with Material obtained fromborrow pit:-Construction of embankment with approved material obtained fromborrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all taxes, labour cess etc but excluding GST.) (Lead 1 Km) |
| 5 | 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 (including all taxes, labour cess etc but excluding GST.) |
| 6 | 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. (including all taxes, labour cess etc but excluding GST.) |
| 7 | 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 kg/sqm using mechanical means. |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. |
| 9 | 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. |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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. |
| 11 | Construction of sub-grade and earthen shoulders with approved material obtained from borow pit with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead upto 1.00 Km.) (including all taxes, labour cess etc but excluding GST.) |
| 12 | Providing and laying of R.C.C. Hume pipe NP-3 350 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 13 | Providing and laying of R.C.C. Hume pipe NP-3 600 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 14 | Providing and laying of R.C.C. Hume pipe NP-3 900 mm dia Complete (including all taxes, labour cess etc but excluding GST.) |
| 15 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. (including all taxes, labour cess etc but excluding GST.) |
| 16 | 1st class brick work with M-15 brick with cement & fine sand of 1.25FM. in 1:4 S.I.No 305B (including all taxes, labour cess etc but excluding GST.) |
| 17 | Struck Cement Pointing with cement mortar 1:2 SI No. 574 (including all taxes, labour cess etc but excluding GST.) |
| 18 | Reinforced cement concrete M-15 grade Kilometer stone of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including all taxes, labour cess etc but excluding GST.) |
| 19 | Reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including all taxes, labour cess etc but excluding GST.) |
| 20 | Road Marking with hot applied Thermoplastic reflectorising Glass Beads on Butumunous Surface. Providing and laying of hot applied thermoplasitc comound 2.5 mm thic including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is eclusive of surface applied glass beads as per IRC: 35-2015 the finished surface to be level, uniform and free from streaks and holes. |
| 21 | Providing and erecting 6.0m Span cantilever overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67 |
| 22 | Direction and Place Identification signs with size more tha 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting . Sheet fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm. |
| 23 | PART BMaintainance cost :- Maintainance cost will be paid year wise as per Government order No.17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD ,Lucknow order No. 3689COPRMC/Mul-23-24 Date 17-02-2024 Maintainance cost will adjusted as per final cost of construction and will be paid accordingly. |
| 24 | The routine Maintainance Lumbani Duddhi NH-135A ke Km.-234 se Daye Indira Gandhi Stadium hote hue Karanjakala ke Km.-3 tak Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 1st Year maintenance Cost |
| 25 | The routine Maintainance Lumbani Duddhi NH-135A ke Km.-234 se Daye Indira Gandhi Stadium hote hue Karanjakala ke Km.-3 tak Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 2nd Year maintenance Cost |
| 26 | The routine Maintainance Lumbani Duddhi NH-135A ke Km.-234 se Daye Indira Gandhi Stadium hote hue Karanjakala ke Km.-3 tak Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 3rd Year maintenance Cost |
| 27 | The routine Maintainance Lumbani Duddhi NH-135A ke Km.-234 se Daye Indira Gandhi Stadium hote hue Karanjakala ke Km.-3 tak Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 4th Year maintenance Cost |
| 28 | The routine Maintainance Lumbani Duddhi NH-135A ke Km.-234 se Daye Indira Gandhi Stadium hote hue Karanjakala ke Km.-3 tak Chaudikaran and Sudhrikaran ka karya including embankment, Patri, Road Sides, Cross Drains Hume Pipe Culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. including cost of material T&P labour cess, etc. but Excluding cost of GST ) For 5th Year maintenance Cost Please Enable Macros to View BoQ information |
