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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/m means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, pli sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer byramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 4.1.8 1:4:8 (1 Cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Shuttering for fdn PCC 4.3 Centering and shuttering including strutting, propping etc. and rem of form work for : 4.3.1 Foundations, footings, bases for columns |
| 5 | Centering and shuttering including strutting, propping etc. and remo of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Centering and shuttering including strutting, propping etc. and rem of form for :5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string coursesetc. |
| 7 | Centering and shuttering including strutting, propping etc. and rem of form for : 5.9.3 Suspended floors, roofs, landings, balconies and accessplatform |
| 8 | Steel reinforcement for R.C.C. work including straightening, cuttin bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treatedbars of grade Fe-500D or more. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutt bending, placing in position and binding all complete above plinth leve 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concretework, using cement contentas per approved design mix, includingpumping of concrete to site of laying but excluding the cost of centeri shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard settingof concrete, improve workability without impairing strength and durabil as per direction ofEngineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess less cement used as per design mix is payable/recoverable separately).5.33.1 Allworks upto plinth level |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concretework, using cement contentas per approved design mix, includingpumping of concrete to site of laying but excluding the cost of centeri shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard settingof concrete, improve workability without impairing strength and durabil as per direction ofEngineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess less cement used as per design mix is payable/recoverable separately). 5.33.2 Allworks above plinth level upto floor V level |
| 12 | Add for using extra cement in the items of design mix over andabove the specified cement content therein. |
| 13 | Painting with black anti-corrosive bitumastic paint of approvedbrand and manufacture to give an even shade :13.65.1Two or more coats on new work |
| 14 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cementmortar in the proportion of 1:2 (1cement : 2 fine sand) includingtesting of joints etc. complete 19.36.3 900 mm dia RCC pipes. |
