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| 1 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with 3.3% using specified grade of Bitumen. -USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 2 | BITUMINOUS CONCRETE (Patch Work) :- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @5.20 percent by weight of total mix and filler, transported to site with VTS, laid over apreviously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30mm compacted thickness with specified grade of Bitumen, Excluding prime/ tackcoat. For Bitumen of specified grade - USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates) |
| 3 | Prime coat - 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. |
| 4 | Tack Coat - Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 5 | 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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401- -Plant Mix Method and Grading - I Material |
| 6 | Supplying hard murum/ kankar at the road site, including conveying and tacking complete. |
| 7 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 9 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 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.complete. |
| 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 16000 kg tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DOIII Dt11.06.1997. 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. The strength 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 directed by 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 | Cutting down trees including trunks and branches with girths above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any |
| 12 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 13 | Maintenance of Culvert & Bridges by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete |
| 14 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete |
| 15 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm diamade out of 3mm aluminum composite materialaluminum sheet bonded with white retroreflective sheeting ofClassB (Type IV High intensity micro-prismatic grade sheeting - HIP) having pressure sensitive/heat activated adhesive retoreflective specified background, border and backside retoreflctive symbols, letters, numerals, arrowas per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side withgrey stove enamel paint and supported on one no. of M.S. angle iron post of size 65mm X 65mm X 6mm, 3.45m long, duly painted with with flat oil paint having alternateblack and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc; complete.ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed area sand cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 16 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 2mm aluminum sheet Class B aluminum sheet bonded with white retro reflective sheeting ofClass __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity microprismatic grade sheeting-HIP)sheeting shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to theEngineer in charge by the contractor/supplier |
| 17 | Providing and fixing Kilmeter metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 |
| 18 | Painting with approved enamel paint in two coats including cleaning surface and lettering for Ordinary Kilometerstone etc. complete. |
| 19 | Providing and fixing in position Guard Railing as per Drg. Number 15 Type C dt. 20-4-79, with 3 rows of 40mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 100 x 50 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 x 30cm. as per detailed drawing, with3coatsofapprovedofyellowandblackpaintincluding necessaryexcavationinany strata. |
| 20 | Metal Beam Crash Barrier-- Type-A, W: Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dipprocess, all fittings to conform 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 5 mm, 330 mm long complete as per clause 810)\" |
| 21 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 22 | Providing and laying in-situM40 Grade unreinforced plain cement concretepavementover apreparedsubbasewith43gradecement, coarseandfineaggregate(VSIgradefinely washed crushedsand) conformingtoIS383,usingfineandcoarse aggregatescombined gradation asperTable600-3ofMORTH Specification2013,mixedinabatchingand mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuousoperation,finishingto linesandgrades asdirectedbyEngineer-in-chargeand curingby curing compound/by providing cement vata in cement Mortar 1:8 @ 0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in- charge. |
