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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of atoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all kind of soil.AR/YEA/808/SNO.-6/P-7 |
| 2 | Cement concrete with 4cm gauge approved stone ballest, coarse sand cement in the propertion of 8:4:1 including supply of all material, Labour, tools & plants Etc. required for proper completion of the work UPPWD/SOR/281/P-17 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.AR/YEA/808/P-3 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.AR/YEA/808/P-3 |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-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).All works upto plinth level UPPWD SOR-20/5.33.1 AR/YEA/808/IIT/P-5 |
| 6 | Providing and laying in position machine batched and machine mixed design mix, M 25 grade cement concrete Reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-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). All works upto plinth level UPPWD SOR-2020/5.33.2 /AR/YEA/808/P-4 |
| 7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6 P-5 |
| 8 | Providing & Fixing on wall face U V stablized unplasticised -PVC pipe uPVC pipes (working pressure 6 kg/cm2) Single socketed pipe (single socketed having 3.2 mm wall thickness confirming to I S 13592 (4) Kg/sqcm including joint with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansions uPVC pipes (working pressure 6 kg / cm2) Single socketed pipe (SOR NEW ITEM NO.33)110 mm dia P-2 |
