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| 1 | Clearing and Grubbing Road Land. 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 as per MoRTH Specification Clause 201. By Mechanical Means , In area of non-thorny jungle |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 3 | Embankment Construction with Material Obtained from Borrow Pits 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 50 m as per MoRTH Specification Clause 305.3 |
| 4 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge (For 10 Km.) |
| 5 | 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 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 6 | Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles,spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mixing plant method With 37.5 mm maximum size of aggregates |
| 7 | Wet Mix Macadam Providing, laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with sooth wheel roller of 80 to100 kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion , etc as perTables 400-12 & 400-13 and MoRTH Specification Clause 406. |
| 8 | Extra rate for carriage of mixed material additional lead from in item 4.6, (for 2 km) |
| 9 | Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM / WMM including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg / sqm using mechanical means as per MoRTH Specification Clause 502 |
| 10 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 11 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) |
| 12 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen 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 three wheel 80-100 kN static oller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case II By Mechanical Means Bitumen (VG-30) |
| 13 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type A ,Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) |
| 14 | Construction of un-reinforced,plain cement concrete pavement , thickness as per design, over a prepared sub base , with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 31.5 mm,mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel , laying and fixing of 150 micron thick polythene film , wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels ,rakes,compacted using needle , screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints , applying debonding strips , primer , sealant near approaches to bridge/culvert and construction joints , admixtures as approved ,curing of concrete slabs for14 days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 15 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS:432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing ,technical specification and as per direction of the Engineer-in-charge. |
| 16 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out,construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 18 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C grade M 20 |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub structrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 |
| 20 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia |
| 21 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 600 mm dia |
| 22 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia |
| 23 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 24 | Ordinary Kilometer stone (Precast) |
| 25 | 200 m stone (precast) |
| 26 | Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 27 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm equilateral triangle |
| 28 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm x 450 mm rectangular |
| 29 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm side octagon |
| 30 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 31 | Providing and Erecting typical Citizen\"s information Board asper approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mmx750mm stiffend by angle iron 25mmx25mmx3mm all around the plate & plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle hold fasts and horizontal member 900 mm)to be joined by embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering in charge. All MS will be stove anmeled on both side lettering .Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect .All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 32 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 33 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20 m x 1.80 m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75 m x 0.60 m with engraving letter sand figures ,cement plaster , white washing etc.complete as per direction of Engineer in charge. |
| 34 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 35 | Providing and fixing PVC Bump Speed Breakers size 350mmx250mmx50mm fitted with key hooks complete with labour material and traffic diversion arrangements Please Enable Macros to View BoQ information |
