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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.asper MOR&TH spec clause 201,and Sl 2.3. |
| 2 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. Asper MOR&TH spec clause 305.4.3 (ii) |
| 3 | 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 asper MOR&TH spec. clause 301. |
| 4 | 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. |
| 5 | 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. |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 7 | Construction of granular sub-base by providing close graded Material, Gr-V mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 8 | 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. |
| 9 | Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 10 | 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/granular surface cleaned with mechanical broom. |
| 11 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. |
| 12 | Providing and laying bituminous concrete with 100-120 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 @ 5.6 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. 509 complete in all respects |
| 13 | Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes. |
| 14 | Supply and fixing of indication board made of 2mm thick aluminium sheet area not exceeding 0.90 sqm. Supportde single iron post of 75x75x5mm, IRC-67 high intensity grade. |
| 15 | Supply and fixing of bolard made out of aluminium sheet welded poly shape to make monolithic pillar, size 1200mm high bollard is having a frame 900x35x5mm angle iron and from side of fully cover. |
| 16 | Supply and fixing of caution board made of 2mm thick aluminium sheet frame 35x35x5mm, hight 3.0 m,size 900x600mm retrorflective. |
| 17 | Supply & Erection of built up overhead structure 12.00 M to 15.00M span comprising of three vertical post of 6.00 M high made up of 300 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 40 mm . N.B. made havey class main pipe as of 25 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes. Construction of RCC fundation of size 0.75x0.75M & 1.2 M deep for built up Overhead Structure including earth work in excavation ,100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting The lateral vertical clearances and complete installation work shall be as per relvent clauses of MOR&TH specification section 800 and IRC.-67 2010 complete in all respect. the rate shall include cost of design, fabrications,supply& transportaion, local shifting, erection of sinage structure using crane, inc. all taxes, royalty, excluding GST,etc. all T&P, machine , materail and labour needed for completion of work as per direction of Engineer-in- charge.. |
| 18 | Supply and fixing of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 avery dennison/3-M (USA Mark) consisting of ASA plasting houring fitted with tightly adherent plotting compound. The hoursing shall cantain prismatic two glass coverd prismetic reflactive face to reflect incident light I/C all taxs |
| 19 | C/O 1000mm Dia. NP-3 Hume pie culvert in single row complete. |
| 20 | Earthwork in excavation for structures as Per drawing and techanical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 21 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-15) |
| 22 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-20) |
| 23 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (M-25). |
| 24 | Plain/Reinforced cement concrete in wall and slab complete as per drawing and Technical Specifications (M-25) |
| 25 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. |
| 26 | Stone masonry work in cement mortar 1:4 for substructure complete as per drawing and Technical Specifications |
| 27 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 28 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300& 2200. |
| 29 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 30 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 31 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-25) |
| 32 | Supplying and laying one layer of tarfelt or any other equivalent insulating material at the joints of two slabs and over bed blocks as expansion joint including supply of all materials, labour, t&p for proper completion of work or as per direction of E/I. Please Enable Macros to View BoQ information |
