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| 1 | ACR |
| 2 | Earth work in excavation of foundation trenches etc. in all sorts of soil (including mixed soil but excluding Laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom properly including bailing /pumping out water from the bed, as required & directed by the Engineer-in-charge, complete. With depth of excavation not exceeding 1.50 m. |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand, as per direction of Engineer-in-Charge. |
| 4 | Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction of Engineer-in-In 6:3:1 proportion.charge, complete.In 6:3:1 proportion./ Pakur variety |
| 5 | Brick work with 1st class bricks in cement mortar ( 4:1) in foundation & plinth |
| 6 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc layer by layer complete.( Payment to be made on the basis of measurements of finished quantity of work )a ) With earth obtained from excavation of foundation |
| 7 | Ordinary Cement Concrete ( Mix 3:1.5:1) with graded stone Chips 20 mm size excluding shuttering & reinforcement, if any as per IS 456-2000. Using Stone material of Rajmahal variety. |
| 8 | Reinforcement for reinforced concretework in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. Tor / Mild Steel.Engieer-in-Charge. /J.S.W. /SHYAM /SRMB |
| 9 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.(only the area in contact with concrete to be measured |
| 10 | Plaster ( to wall, floor , ceiling etc. ) with sand cement mortar including Rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, including threading nosing and drip Course where necessary. a ) 15 mm thick plaster in sand cement morter (1:4) |
| 11 | Neat Cement punning (about 1.50 mm thick) on wall, dado. |
| 12 | Providing and erecting direction and place identificationretro-reflectorisedsignasperIRC:67 made ofhighintensitygradesheetingvideclause 801.3, fixed over aluminium sheeting,2 mm thick with area notexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed to thegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. |
| 13 | Sub Total |
| 14 | GST 12% |
| 15 | CESS 1% |