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| 1 | Item No. 1:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or tacking as directed |
| 2 | Item No. 2 :- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / aver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method andGrading - III Material |
| 3 | Item No. 3:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum 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 paver in sub - base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density . Laying by grader paver |
| 4 | Item No. 4:- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 5 | Item No. 5:- Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry /Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 6 | Item No. 6 :DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed ggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness. USING Batch mix type hot mix plant with SCADA,Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 7 | Item No. 7:- BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 8 | Item No. 8 :- Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm.Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holescomplete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). |
| 9 | Item No. 9 : - Providing and erecting a \"W\" Metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post 150 x 75 x 5mm spaced 2m centre to centre 1.8 m high , 1.1 m below ground / road level, all steel parts and fitments to be galvanised by hot dip process allfittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm , 330 mm long complete as per clause 810 . |
| 10 | Item No. 10 :-Supplying and Fixing of Molded Shank Raised Pavement Markers /Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflectionof the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DOIII Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 102+/-2 mm and with minimum reflective area of 13Sqcm on each side and the slope to the base shall be 35+/-5 degree. Thestrength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directedby the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 11 | Item No. 11:- Maintenance of Culvert & Bridges by way of Clearing,Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete |
| 12 | Item No. 12 :- Providing and fixing sign boards of size 90cm having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801-3(1993) white reflective back ground, lettering symbol bordering of black nonreflective paint including M. S. angle iron back frame of size 35 mm X 35 mm X 5 mm & M.S.angle one post of 50mm x 50mm x 5mm size 3.45 metre long duly painted with white and black bands including fixing M.S. angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per IRC-67-1977 including conveying fixing in ground with C.C. 1:4:8block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade |
| 13 | Item No. 13 :- Providing and fixing of retro-reflectorised informatory sign board rectangular /Square in shape having area greater than 0.9 One Square Meterr made out of 4mm aluminum sheet bonded with white retro reflective sheeting of ClassB (Type IV High intensity micro-prismatic gradesheeting- HIP)having pressure sensitive /heat activated adhesive reto reflective specified background, border and back side retoreflctive symbols, letters, numerals ,arrow as per IRC:67-2012 TableNo8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side withtwo coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75mm x 75mm x 6mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x45cm x60cm, 60cm below ground level as per approved drawingThe angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25mm width including |
| 14 | Item No. 14 :- Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection includingone number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia.M.S. sheet with Retro reflective sheet Engineering grade |
| 15 | Item No. 15 :- Road Delineators: Supplying and installation ofdelineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.79 and the drawings |
| 16 | Item No 16 :- Providing and fixing of solar traffic blinker of size 300 mmdiameter with 172 bright L.E.D. housing body made of polycorbonate |
| 17 | Item No 17 :- Providing and applying two coat of water based cement paint to un plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence etc. complete.(applying 1 litre paint on 2 One SquareMetret) |
| 18 | Item No. 18 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 19 | Item No. 19 :- Spreading hard murum/ soft murrum/ gravel or kankar for |
| 20 | Item No. 20 :- Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. |
| 21 | Item No. 21 :- Excavation for foundation in earth, soils of all types, sand,gravel, soft murum including shoring and strutting, dewatering as necessaryand disposing off excavated stuff as directed etc. complete. ( ByMechanical Means )d) 4.50m to 6.0m lift, Add 30% |
| 22 | Item No.22 :- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc.complete |
| 23 | Item No. 23 :- Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fineagreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 24 | Item No. 24 :- Providing and laying in situ / ready mix M-30 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers,abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by |
| 25 | Item No.25 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs, drawings |
| 26 | Item No. 26 :- 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 mmwith 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 as per drawing and technicalspecifications etc. complete. |
| 27 | Item No. 27 :- Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete |
| 28 | Item No. 28 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete.original should be submitted to the Engineer in charge by the contractor/supplier. |
| 29 | Item No. 29 :- Spreading hard murum/ soft murrum/ gravel or kankar for sidewidth complete. |
| 30 | Item No. 30 :- Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. |
| 31 | Item No. 31 :- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory |
| 32 | Item No. 32 :- Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller |
| 33 | Item No. 33 :- Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 Kilogram each complete as per drawings and Technical specifications etc.complete. (boulder laid without wire crates) |
| 34 | Item No. 34 :- Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. |
| 35 | Item No. 35 :- Cutting down trees including trunks and branches with girths |
