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| 1 | 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 (Excluding GST). |
| 2 | Granular Sub-base with Well Graded Material (Table 400-1)Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment 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 clause 401.(Excluding GST). |
| 3 | Cement treted Sub Base (2% Cement OPC)Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by wet to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base(Excluding GST). |
| 4 | Cement Treated Base (4% Cement OPC)Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base.. (Excluding GST). |
| 5 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding GST). |
| 6 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding GST). |
| 7 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST). |
| 8 | (Construction of subgrade and Earthen shoulders)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 (Excluding GST). |
| 9 | Excavation of Foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. (Excluding Royality) as per S.I. No. 251.(Excluding GST). |
| 10 | Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109.. (Excluding GST). |
| 11 | Layig (40mm SSB)Bedding on well compacted sand,moorum or approved granular material as per Clause 1105(ii) (Excluding GST). |
| 12 | Brick Masonary Work in cement mortar (1:4) in foundation of head walls complete excluding poining and plastering as per rawing and technical specification Clause 1109.(Excluding GST). |
| 13 | Providing and laying 600 mm Dia R.C.C.Pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 1:2 cement mortar but excluding excaation protection work,back filling,concrete ad masonry wok in head wall and parapet Clause 1106.(Excluding GST) |
| 14 | Pointing with cement mortar (1:3) on brick work as per technical specification clause 613.3 .(Excluding GST) |
| 15 | Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024 /lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 14 Rs. 5954385.00 @ Zero percent on 1st year & for 2nd year @ 0.75%. (Excluding GST). |
| 16 | Maintenance Charge for 3rd Year @ 1.5% (Excluding GST). |
| 17 | Maintenance Charge for 4th Year @ 2.25% (Excluding GST). |
| 18 | Maintenance Charge for 5th Year @ 3% (Excluding GST). Please Enable Macros to View BoQ information |