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| 1 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (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 (Excluding GST) |
| 3 | Construction of Embankment with Material obtained from Borrowpits ( Ledad upto 5 Km)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..(Excluding GST) |
| 4 | 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 (Excluding GST) |
| 5 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Excluding GST) |
| 6 | Providing and applying primer coat with SS2 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. (Excluding GST) |
| 7 | Dense Graded Bituminous Macadam Grading 2-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. (Excluding GST). |
| 8 | Tack Coat :-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 surface cleaned with mechanical broom. (Excluding GST). |
| 9 | Bituminous Concrete Grading II:- 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST) |
| 10 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 5 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305.(Excluding GST) |
| 11 | 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. (Excluding GST) |
| 12 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Excluding GST) |
| 13 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 grade in foundation as per drawing and Technical Specification. (Excluding GST) |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Excluding GST) |
| 15 | Clas-150 brick work with 1:3 cement and coarse sand in foundation and plinth including supply of all materials labour and T&P etc. Required for proper completion of work as per S.No. 307(Excluding GST) |
| 16 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Excluding GST) |
| 17 | Colour Washing with water proofing cement paint(Excluding GST) |
| 18 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25 using batching plant transit mixer & manual placing(Excluding GST) |
| 19 | Providing and laying Filter material between roadcrust and abutment complete as per drawing and Technical specifications.(Excluding GST) |
| 20 | Providing and laying of weephole in brick massonary in abutment with 100 mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H toward drawing force complete as per drawing and technical specification.(Excluding GST) |
| 21 | The maintenance of constructed for next five year after comletion of work shall be paid As per GO No.17/2024/सा0-113/23-1-2024-23-1099-113/2023 लोकनिर्माण विभाग अनुभाग-1 दिनांक 16-01-2024 एवं कार्यालय प्रमुख अभियन्ता यातायात वर्ग लो0नि0वि0 लखनऊ का पत्रांक -3689सी-ओ0पी0आर0एम0सी0/मूल-23-24 दिनांक 17-02-2024.Payment Shall be done as per satisfaction of Engineer incharge regarding maintenance work carried our by contractor(Including labour cess bur GST will paid extra as applicable)Ist Year maintenance cost total widening and strnthning of cost Item no.1 to 23 Zero percent & For 2nd year @0.25 % |
| 22 | For 3rd Year @0.50% |
| 23 | For 4rd Year @0.75% |
| 24 | For 5rd Year @1% Please Enable Macros to View BoQ information |
