|
| 1 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete (Item No. 8.17) |
| 2 | 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 0.60kg/sqm using mechanical means. (Item No. 3.29) |
| 3 | 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 80/100mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.40) |
| 4 | 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 3kg/10sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.31) with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 5 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 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 compaction for 50mm compacted thickness with specified grade of Bitumen, Excluding prime/tack coat. For Bitumen of specified grade -- USING Batch mix type hotmix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.48) |
| 6 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5mm 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 holes complete 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). (Item No. 6.12a) |
| 7 | 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 reflection of the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed50mm, 100mm and 102 +/-2mm and with minimum reflective area of 13 Sqcm 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 +/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500 Kg. 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. (Item No. 6.09) |
| 8 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete (Item No. 8.12) |
| 9 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50m.) By Manual Means (Item No. 21.01) |
| 10 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete (Item No. 8.13) |
| 11 | Maintenance of Kilometer stones, and 200 metre by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone etc. complete (Item No. 8.15) |
| 12 | Cutting down branches of trees, bushes etc. stacking the material neatly as directed(For Motarable Road) (Item No. 1.21) |
| 13 | Providing and fixing cautionary/warning sign board of size 60cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate 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/arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including number of M.S. Angle iron post of size 50 x 50 x 5mm of 3.65m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10mm dia. and 20mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60cm x 60cm x 75cm size etc.complete. 60cm. equilateral triangle M.S. sheet with Engineering grade, (Item No. 6.38) |
| 14 | Providing and fixing Mandatory/ Regulatory sign boards in circular shape of 600mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B(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 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey 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 alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.Class B(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 areas and cut-out sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. (Item No. 6.27a) |
| 15 | Painting with approved enamel paint in two coats including cleaning surface and lettering for informatory sign boards etc. complete. (Item No. 6.04f) |
| 16 | Maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory/ cautionary/ informatory and place identifications sign board as per drawings etc. complete (Item No. 8.14) |
| 17 | Tractor |
| 18 | Excavator(JCB JS 80) |
| 19 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. (Item No. 2.02) |
| 20 | Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings etc. complete (Item No. 8.20) |
| 21 | Repair of steel railing to bring it to original shape cleaning and repainting as per drawing etc. complete (Item No. 8.19) |
| 22 | 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, 70cm 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 dip process, 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 5mm, 330mm long complete as per clause 810)\" (Item No. 7.30) |
| 23 | Supplying, Spreading And Compacting hard murum/ kankar atthe road site with including laying in layer on each side of vibratory roller including watering, including conveying and stacking complete. (Item No. 2.29a) |
| 24 | Helper Un Skilled |
| 25 | Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500mm and height of 10mm. Ramp provided to give width of 145mm, width of ribs to be 55mm laid at centre to centre distance of 35mm, with reflective glass beads @ 350 gm/square metre. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. (Item No. 51.126a) |
| 26 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter(as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In- charge. Using Concrete Batching and Mixing Plant (Item No. 7.01) |
| 27 | White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete (Item No. 8.22) |
| 28 | 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 square metret) (Item No. 14.61) |
| 29 | Providing railing of cast in situ R.C.C posts with(M-20) cement concrete trap/ granite/ quartzite/ gneiss metal size 150mm x 150mm x 1.240mm and horizantal 3 nos. at distance 370mm C/C and bottom bar 150mm above kerb as per the detailed drawings(including cost of reinforcement) scaffolding, steel centering, plywood/ steel formwork etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed). (Item No. 14.49) |
| 30 | Providing and fixing steel pipe delineators of 10cm. in diameter and total height of 130cm, provided with 2 strips of white retroreflective sheeting of size 5cm. x 32.5cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5cm. x 32.5cm. fixed horizontally at top, with M.S. round cap having diameter 11cm. and wire mesh at top(10 guage thick) and height of wire mesh 15cm, M.S. hold fast 6mm thick with 35cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25cm. x 25cm. x 45cm. with necessary excavation etc. complete. (Item No. 6.16) |
| 31 | Road Delineators: Supplying and installation of delineators(Roadway Indicators, Hazard markers, Object markers) 80 to 100cm high above ground level, painted black and white in 15cm 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 (Item No. 6.15) |
| 32 | Total in Figures |
| 33 | testing |
| 34 | Royalty |
| 35 | To put quoted rate as \"at par\", Enter Excess (+) Percent rate as 0.001%in F56 |
