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| 1 | Scarifying existing Bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3.00m and lead upto 1000m as per technical specification clause 301.4. |
| 2 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401including Supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 3 | 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. |
| 4 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.including Supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 5 | Providing and laying 50 mm thick densed gradded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.50% by weight of total mix and filler, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grede,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORT&H specifications clauses 505 complete work in all respects. including supply of all materials,labour,T&P etc as required for proper completion of the work. |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.including Supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 7 | Providing and laying 25mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.20 % percent of mix and filler ,transporting the hot mix material to work site , laying with hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled , vibratory and tandem roller , to achieve the desired compaction as per MORT&H.. specification clause no - 507, complete in all respect. ( Grading -I ) |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with ReflectoringmGlass Beads on Bituminous Surface,Providing and laying of Hot applied thermoplastic compound 2.50mm thick including reflectoring glass beads @ 250 gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35.The finished surface to be level uniform and free from streaks and holes. Rate AS per UPPWD. |
| 9 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg lested 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 eniring the lens face. Lenses shall be mouled of methyl methacrylate conforming to and the area of each retro-face shalls than exceed 130 mm. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 10 | Earth work in cutting in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 cm in depth . |
| 11 | Cement Concrete with 4cm gauge approved stone grit, approved coarse sand and cement in the proportion of 1:4:8 including supply of materials labour and T&P etc. required for proper completion of the work. |
| 12 | M-150 Brick work in 1:6 (one cement & six coarse sand) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc required for proper completion of the work. |
| 13 | 2.5 Cm thick and cement concrete consisting of 1 part cement and 1.5 parts approved coarse sand and 3 parts approved 13 mm (1/2\\") graded stone grit and including water proofing materials as ordred by the Engineer-in-Charge in the proportion as specified by the manufacturers. |
| 14 | M-150 Brick work in 1:3 (one cement & three coarse sand) mortar in above plinth including supply of all materials, labour & tools & plants etc required for proper completion of the work. |
| 15 | 12mm thick plaster with cement and coarse sand in proportion of 1:4 over brick work |
| 16 | Cement concrete with 4 cm. (1/1/2\\") gauge approved stone, ballast, approved coars e sand and cement in the proportion of 1:2:4 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 17 | Distemper one coat with oil bound distemper of approved brand manufacture and required shade on decoreted wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as of british, shalimar, asian paints after through ly brushing surface free from mortar drop pings and other foreign matter and also including preparing the surface even also sand prepared sm ooth including cost of all materials. |
| 18 | Earth work in surface excavation not exceed 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan Including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. as directed by Engineer-in-Charge: 2.1.1 All kinds of soil. 0 to0.30 M. |
| 19 | Earth Work execution For Every Additional 30.0 metre lead or for every additional 1.5m. Lift or its part. |
| 20 | Providing and laying Cement concrete 1:4:8 (1Cement 4 coarse sand 8 stone ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors. |
| 21 | Class-150 brick work in 1:3 Cement and course sand morter in foundation and plinth including supply of all materials, labour and tools and plants, ite required for proper completion of the work. |
| 22 | R.C.C. work with cement approved coarse sand and 2cm. (3/4\\") gauge approved stone grit in the proportion 1:1.5:3(1 Cement:2 coarse sand 4 stone grit 20mm aggregate) in slabs of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of materials labour and tools and plants etc. |
| 23 | Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend books and authorized overlapping shall be measured up to floor two level. |
| 24 | Providing and laying Cement concrete 1:2:4 (1Cement 2 coarse sand: 4 stone grit 20 mm nominal size) and curing complete including cost of for work in foundation and floors. |
| 25 | 2.5 mm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4\\") graded approved stone laid in panels finished with 3 mm. (1/8\\") flooring coat of neat cement or cement and marble dust in 5:1 as specified over uniform finish including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 26 | Struck Pointing on brick work with cement mortar in 1.2 with consisting of one part cement & two parts of fine sand of 1.25 F.M. including supply of all materials, labour & T & Petc. Required for proper completion of the work. |
| 27 | Flush Pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand of 1.25 FM. including supply of all materials, labour & T & Petc. Required for proper completion of the work. |
| 28 | Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade: New work (Two or more coats applied @ 1.43 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). Please Enable Macros to View BoQ information |
