|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 2 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 3 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. |
| 4 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 5 | Dense Graded Bituminous Macadam Grading -IIProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using Crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 6 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 7 | Bituminous Concrete (Grading -II)Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using Crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 8 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. |
| 9 | Reflective Raised Pavement (Cat Eye/Road Stud)Supply and fixing of raised pavement marker with made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitirite) of HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable matrerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq. cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be imediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contrator who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 10 | Direction and place identification signsup to 0.90 sqm Size Board Providing and erecting direction and place identification retro-reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC67-2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E-In- Charge |
| 11 | S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. |
| 12 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 13 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). (S.I. No. 692) |
| 14 | (a)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) (S.I. No. 251) |
| 15 | Disposal of dismantling material and Waste malba from site upto 5 km. with unloading (S.I. No. 235(b) |
| 16 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 273) |
| 17 | Class-150 Brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. (S.I. No. 305(A) |
| 18 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279(a) |
| 19 | 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (S.I. No. 584) |
| 20 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grading - V/Material) |
| 21 | Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) (Ch-20 new item 15) |
| 22 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC- M-25) |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 24 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. (S.I.No. 502(a) |
