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| 1 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. |
| 2 | Clearing jungle including up rooting of rank vegetations grass,push wood trees and samplings of grith upto 30 cms measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of area cleared. |
| 3 | Tractor with trolly including POL and driver. |
| 4 | Supply of labour |
| 5 | Providing Sweeper for sweeping Roads including Miscellaneus charges ( uniform ,Jackets,shoes ,gloves,mask,caps etc |
| 6 | Water Tanker with sprinkler 6000 Litre or above cap with POL/Driver including filling of water etc. copmlete. |
| 7 | Providing Wheeled excavator cum loader including POL & driver |
| 8 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth 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 up to a distance of 30m. from the foundation trenches. |
| 9 | Cartage of earth or fly ash when added to schedule item no- 253 Lead upto 1.0 KM |
| 10 | Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 11 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 12 | Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm. |
| 13 | White washing one coat including supply of all materials ,labour,Tools & plants etc.required for proper completion of the work .As in item 671 above but Two coats |
| 14 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work |
| 15 | M-150 brick work in 1:6 cement & coarse sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work. |
| 16 | 12 mm thick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen 1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work. |
| 17 | Repair to pot holes and removal of loose material,trimming of sides ,cleaning of surface by providing tack coat @ 0.30 kg per sqm,20 mm thick pre-mix carpet composed of 13.2 mm to 5.6 mm aggreggates and seal coat type B specification , compacted by three wheel 80-100 KN static roller as directed by Engineer-in-charge by using mixoll machine including all T&P and sundries etc.required for proper completion of work but excluding cost of bitumen and grit |
| 18 | Supply of packged bitumin (pack of 156 kg)Analys is attach as per IOCL |
| 19 | Supply of 13.2 mm to 5.6 mm crushed stone aggregates Please Enable Macros to View BoQ information |
