|
| 1 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges EDSR Item No.3.28 Page No.30 Sr.no.138 |
| 2 | 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 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. EDSR Item No.3.23 Page No. Sr.no.133 |
| 3 | Providing andappling tack caot on the prepared surface heating by fames in boiler and spraying bitumen with sprayer onDry / Hungry B.T. surface 3 Kilometer/10 Square Meter. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 4 | 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 80/100 mm 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) EDSR Item No.3.4 Page No. Sr.no.154 (Section 1) |
| 5 | 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 80/100 mm 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) EDSR Item No.3.4 Page No. Sr.no.154 (Section 2) |
| 6 | 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 compactionfor 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- 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) EDSR Item No.3.48 Page No. Sr.no.158 (Section 1) |
| 7 | 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 compactionfor 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- 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) EDSR Item No.3.48 Page No. Sr.no.158 (Section 2) |
| 8 | Supping, Spreading and compaction of hard murum including conveying, stacking and Compacting the hard murum side width including laying in layers on each side with the vibratory roller including artifitial watering etc. complete. EDSR Item No. 2.29a, 2.30,2.31 Page No. 25, Sr. no. 102,104,105 (Section 2) |
| 9 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.Supplyingmurrum having PI < 6EDSR Item No.2.29a,Page No.25,Sr.no.102 (Section 1) |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width completeEDSR Item No.2.30,Page No.25,Sr.no.104 (Section 1) |
| 11 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.EDSR Item No.2.31,Page No.25,Sr.no.105 (Section 1) |
| 12 | 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 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). EDSR Item No.6.12a,Page No.48,Sr.no.215 |
| 13 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. completeEDSR Item No.8.17,Page No.76,Sr.no.357 |
| 14 | Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location etc. completeEDSR Item no.8.16 p.no. 76 |
| 15 | 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. EDSR Item no.2.02 |
| 16 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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, 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)\"\"EDSR Item no 7.30 p.no.73 |
| 17 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. completeEDSR Item no.8.13 p.no. 76 |
| 18 | Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 3mm Aluminum composite panel bonded with IRC Specified colour ofretro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size65 mm X 65 mm X 6 mm, 3.65 m long,duly paintedwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.Aluminum composite panel Type IV High Intensity. EDSR Item no. 6.57 p.no. 60 |
| 19 | 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 non reflective 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 fixingM.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. 1:4:8 block 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 GradeEDSR Item no.6.40 p.no. 60 |
| 20 | 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 EDSR Item no.8.14 p.no. 76 |
| 21 | White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scrapingetc. complete EDSR Item no.8.22 p.no. 77 |
| 22 | 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 and5th km stone etc. completeEDSR Item no.8.15 p.no. 76 |
| 23 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete.EDSR Item no.8.12 p.no. 76 |
| 24 | 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. EDSR Item No.2.18,Page No.24,Sr.no.92 |
| 25 | Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.EDSR Item No.6.16,Page No.50,Sr.no.220 |
| 26 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm 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 +/- 2 mm and height not less than 30+/- 2 mm) 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.EDSR Item No.6.09,Page No.47,Sr.no.212 |
| 27 | Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm /One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. EDSR Item No.51.126b Page No.381 Sr.no.1063 |
| 28 | Removal of fallen trees, trunk, debries etc for smooth and safe vehicular movement during monsoon season NH 353Jto chandurbazar naka tojhansi rani choukExcavator (JCB JS80) or Equivalent SSR No. 9, Pg No. 547 |
| 29 | Truck/Tractor SSR Sr No. 51 Pg. 547 |
| 30 | Helper Un Skilled SSR Sr. No. 33 Pg. 545 |
| 31 | Carring out below mentioned test on Bitumen as per frequency in the Govt Labortary as per relevent standard submitting test result and retesting if required including all charges etc complete.Penetration Test,Softening point,Flash & Fire point,Specific gravity |
| 32 | Viscocity |
| 33 | Ductility /Elastic Recovery |
| 34 | Carring out below mentioned Test on BM aggregate as per Frequency in the GOVT. Labortary as per relevent standard submitting test result and retesting if required including all charges etc complete. Water Absorption,Specific Gravity,Impact Value,Crushing Value, |
| 35 | Sieve Analysis |
| 36 | Flankiness Index & Elongation Index |
| 37 | Striping Value |
| 38 | Carring out below mentioned test on BC as per frequency in the Govt Labortary as per relevent standard submitting test result and retesting if required including all charges etc complete. Water Absorption,Specific Gravity,Impact Value,Crushing Value, |
| 39 | Sieve Analysis |
| 40 | Flankiness Index & Elongation Index |
| 41 | Striping Value |
| 42 | Extraction Test BM/BC |
| 43 | Carring out below mentioned test on Hard Murum as per frequency in the Govt Labortary as per relevent standard submitting test result and retesting if required including all charges etc complete. Liquid Limit & Plastic Limit |
