|
| 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.(GST will be paid extra as applicable) |
| 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..(GST will be paid extra as applicable) |
| 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(GST will be paid extra as applicable) |
| 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.(GST will be paid extra as applicable) |
| 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.(GST will be paid extra as applicable) |
| 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.(GST will be paid extra as applicable) |
| 7 | Primer Coat :- 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..(GST will be paid extra as applicable) |
| 8 | DBM:- 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..(GST will be paid extra as applicable) |
| 9 | Tack Coat :- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As perSr No. 5.2 & MoRT&H Specification Ref. No. 503 (GST will be paid extra as applicable) including labour cess..(GST will be paid extra as applicable) |
| 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 (GST will be paid extra as applicable) including labour cess..(GST will be paid extra as applicable) |
| 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 .(GST will be paid extra as applicable) |
| 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.(GST will be paid extra as applicable) |
| 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) SOR 280 |
| 14 | Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications(GST will be paid extra as applicable) SOR 307 |
| 15 | Providing, Laying & fixing of 1000 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9(GST will be paid extra as applicable) |
| 16 | pointing with cement mortar (1:3) on brick work in sub structure as per technical specification(GST will be paid extra as applicable) |
| 17 | Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).(GST will be paid extra as applicable) |
| 18 | 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) |
| 19 | RCC Grade M25 Using batching plant, transit mixer & manual placing(in Bed Block & Deck Slab)(GST will be paid extra as applicable) |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications (GST will be paid extra as applicable) |
| 21 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications(GST will be paid extra as applicable) |
| 22 | Backfilling behind the abutment, wingwall and retrun wall including foundation trenches with granular material combined with granular material combined with all leads and lifts at site including cost of all materials ,labour,toos and plant watering,cost of water eith all leads and lifts,dressing and ramming free form grass and other lose deleterious materials likely to deteriorate providing light barrier danger signals chawkidar and mantaining diversion,traffic regulation all complete job as per Morth specification and direction of E/I(GST will be paid extra as applicable) |
| 23 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.(GST will be paid extra as applicable) |
| 24 | RCC Grade M25 Using batching plant, transit mixer & manual placing.(GST will be paid extra as applicable) |
| 25 | Providing and laying Cement concrete wearing coat M- 25 grade including reinforcement with the cost of all materials ,labour toos plant and equipment required for mixing,transporting and palcing in position,vibrating and compavting,finshing and curing as directed by the Engineer with all incindental expences,sampling and testing ,quality accurance and supervision including the cost of providing fixing and removing from work all complete as per MoRTH specification(GST will be paid extra as applicable) |
| 26 | PCC M15 Grade leveling course below approach slab including reinforcement with the cost of all materials ,labour toos plant and equipment required for mixing,transporting and palcing in position,vibrating and compavting,finshing and curing as directed by the Engineer with all incindental expences,sampling and testing ,quality accurance and supervision including the cost of providing fixing and removing from work all complete as per MoRTH specification(GST will be paid extra as applicable) |
| 27 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. RCC M-25(GST will be paid extra as applicable) |
| 28 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.(GST will be paid extra as applicable) |
| 29 | 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.(GST will be paid extra as applicable) |
| 30 | 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) |
| 31 | RCC Grade M25 Using concrete mixer (in Drain) |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per SI n. 504 |
| 33 | 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 @ Zero percent & for 2nd year @ 0.25% |
| 34 | 3 Year Maintenance Charges @0.50% On BOQ |
| 35 | 4 Year Maintenance Charges @0.75% On BOQ |
| 36 | 5 Year Maintenance Charges @1.00% On BOQ Please Enable Macros to View BoQ information |
