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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 2 | Construction of Embankment with Material obtained from Borrowpits - 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. |
| 3 | 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. |
| 4 | 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. |
| 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. |
| 6 | Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. |
| 7 | 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. |
| 8 | Dense Graded Bituminous Macadam Grade-II 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 MoRT&H specification clause No. 505 complete in all respects. |
| 9 | Providing and applying tack coat with bitumen Emusion grade using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom. (As per MORTH Specification.) |
| 10 | BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 percent 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 . |
| 11 | Construction of sub-grade and erthen shoulders 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. As perSr No. 3.18 MoRT&H Specification Ref. No. 305 |
| 12 | 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. As Per Morth. S.I.No. 12.1 Clause. 304 |
| 13 | 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.(GST will be paid extra as applicable) |
| 14 | RCC Grade M25 Using concrete mixer (in Drain) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per SI n. 504 |
| 16 | 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 84, 96, 313.56 @ Zero percent & for 2nd year @ 0.25% |
| 17 | 3 Year Maintenance Charges @0.50% On BOQ |
| 18 | 4 Year Maintenance Charges @0.75% On BOQ |
| 19 | 5 Year Maintenance Charges @1.00% On BOQ Please Enable Macros to View BoQ information |
