|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm 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 the area cleared. |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :All kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m..All kinds of soil. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : \\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Supplying screened soil/RCA including royalty and carriage to the site of work with all lead &lift including loading, unloading and stacking at site complete or as per direction of Engineer In Charge. |
| 8 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Stone aggregate 20 mm nominal size |
| 9 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Stone aggregate 40 mm nominal size |
| 10 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 11 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 13 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 14 | Care and diversion of standing water, spring water, river water or drains and the like in working area including construction and removal of earth/coffer bundies upto DBL/existing level where required including pumping and bailing out of the surface flowing water for keeping the working area free from standing water, flowing water seepage water for execution of entire work. Cost includes by mechanical transport the cost of royalty of earth etc complete. scope of item includes cost of empty cement bags required for bundies, watch and ward, pumping out of water and removal of bundies after execution of work. |
| 15 | Desilting /removal of silt/earth/manure/sludge etc. from the bed of Drain in entire width of Drain including in or under foul condition upto desired level as per direction of Engineer -in-Charge using suitable and adequate and latest technology machinery without obstructing the flow of drain. Including leveling and dressing of stacking area on the bank/berm and construction of dykes within the reach if required for drying. Disposal of silt/desilted/excavated material, other waste material available after cleaning of the drain by mechanical means including loading, unloading, transporting, rehandling including excavation of dumped floating material working under foul conditions (if any) etc. complete to low lying area within 01 Km Lead and lifts etc. complete upto entire satisfaction of Engineer-in-charge. |
| 16 | Supplying of labour for miscellaneous works alongwith all necessary tools like kassi, panji, tokri, balti, rassi etc. for flood fighting complete as per the directions of Engineer-in-charge. |
| 17 | Supply and placing of jersey barriers of size 1500mm length x 840mm height x bottom width 610mm manufactured by M-30 grade of concrete and reinforcement with 8mm dia tor steel at 150mm centre to centre both ways and with two number rope hooks at both ends. |
| 18 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 20 | Hiring of 20 tonne capacity crane including operation charges like fuels, operator, helper etc. and cost of mobilization of machine to site, on daily basis for shifting and placing the barriers to close the road for construction and maintenance purpose complete as per direction of Engineer-in-charge (for the purpose of payment working days of machine shall be recorded). Please Enable Macros to View BoQ information |
